Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Building Permit Application
ALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED Date: ZS Permit Number: n ri i RECEIVE® Building Permit Application AUG 31 2011 Planning and Development Services PERMITTING Building and Code Regulation Division St. Lucie County, FL 2300 Virginia Avenue,Fort Pierce FL 34982 Phone: (772)462-1553 Fax: (772)462-1578 Commercial Residential x PERMIT APPLICATION FOR: To Select from dropbox, click arrow at the end of line PRQPOSED IMPROVEMENT LOCATION: 11 Address: -7 Lf O 3`i Legal Description: L.azg_W ooK 0g_Y,,c fVo I `Y5t-\ - C L-o-�6 ,L� IgFV D is Property Tax ID#: 1 -3 02- - '810 - 00 6 - 00E) _0 Lot No.[y Site Plan Name: Block No. Project Name: 0'v--) Setbacks Front Back: Right Side: Left Side: yDETAILED DESCRIPTION OF WORK: =NSTPrI �`1_I D vvr�CA kl(flnU. / `rh,i��e� Ci3� ©y7en�i� U-'/�)kWlinuh� �I'Ie1,4�' vie- cry 64o r--) - 1',CQNSTRUCTION INFORMATION: itiona wor to e e orme under t is permit-check a app y: HVAC El Gas Tank Gas Piping _Shutters ❑Windows/Doors Electric 0 Plumbing Sprinklers 1:1 Generator 0 Roof Roof pitch Total Sq. Ft of Construction: 5 Ft.of First Floor: Cost of Construction:$ (01 IRS 1 � Z3 Utilities: Sewer E]Septic Building Height: OWNER/LESSEE: CONTRACTOR: Name W i( i n n17 Yh atm Name: Mi rr II Address: D e wo0L� �dl • Company: f).V7- I�-UI( C41?P 3Vtc1,'��,-1'zC City: F� - q ✓`CC' State:�L Address: I O 0 Zip Code: S) Fax: City:- Pio-C-e- State-�� Phone No. _17 Z - Q 29 — 9_ 3-7 zip Code: 3`f 9 S1 Fax: '172-71`f -AS-10 E-Mail: Phone No. 77 Z 71 ff- 1S;9 ) Fill in fee simple Title Holder on next page(if different E-Mail: Ay a VI-; y7e s)-I(Ai-ye from the Owner listed above) State or County License: 5L q-A�I4f If value of construction is$2500 or more,a RECORDED Notice of Commencement is required. SUPPLEMENTAL CONSTRUCTION LIEN LAW INFOR�MATIO.N:, DESIGNER/ENGINEER: _Not Applicable MORTGAGE COMPANY: _Not Applicable Name: Name: Address: Address: City: State: City: State: Zip: Phone Zip: Phone: FEE SIMPLE TITLE HOLDER: _Not Applicable BONDING COMPANY: Not Applicable Name: Name: Address: Address: City: City: Zip: Phone: Zip: Phone: OWNER/CONTRACTOR AFFIDVIT:Application is hereby made to obtain a permit to do the work and installation as indicated. I certify that no work or installation has commenced prior to the issuance of a permit. St.Lucie County makes no representation that is granting a permit will authorize thepermit holder to build the subject structure which is in conflict with any applicable Home Owners Association rules,bylaws or and covenants that may restrict or prohibit such structure.Please consult with your Home Owners Association and review your deed for any restrictions which may apply. In consideration of the granting of this requested permit, I do hereby agree that I will,in all respects,perform the work in accordance with the approved plans,the Florida Building Codes and St.Lucie County Amendments. The following building permit applications are exempt from undergoing a full concurrency review:room additions, accessory structures,swimming pools,fences,walls,signs,screen rooms and accessory uses to another non-residential use WARNING TO OWNER:Your failure to Record a Notice of Commencement may result in your paying twice for improvements to your property. A Notice of Commencement must be recorded and posted on the jobsite before the first inspection. If you intend to obtain financing, consult with lender or an attorney before commen,qngwork or recording our Notice of Commencement. Signa ure f Owner/Lessee Contractor as Agent for Owner Signature of ontractor/License Holder STATE OF FLORIDASTATE OF FLORIDA COUNTY OF COUNTY OF The f oing instru ent was acknowledge efore me The f oing instru nt was acknowledged before me this day of 20_by this day of 204t by ru-Avvi ��t� I — W, 6 JE�m Name of perso making statem t Name of person making statement Personally Known OR Produced Identification Personally Known L.-/ OR Produced Identification Type of Identifi atio Type of Identificatio Produced Produced F7L NL (Signatu a of Notary Public-St ture of Not ry Public-State of Florida) KAREN S. NIEL EN Commission No. - ® ea6mmission N FF 11 6 n ssion No. KARg6leSL)NIELSEN ._ - = My Commission Ex fres =�° �'_ Commission 8 FF 115637 `�, June 1 2, 201 ` My Commission Expires or�� June REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEATURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE RECEIVED DATE COMPLETED Rev.8/2/17 .-RECEIVED AUG 31 2017 { "' PERMITTING _ " . St. Lucie County,FL r7 q ot W(god 01° l \�FrJ � O . I RECEIVED AUG 31 2017 Heilman Residence 7404 Kenwood Ln. Fort Pierce, FL 34951 OPENING WIDTH HEIGHT #1 57" 75" #2 57" 65" #3 92" 131" #4 39" 68" #5 39" 68" #6 75" 68" #7 39" 105" #8 147" 134" #9 75" 134" # 10 57" 68" #11 57" 68" #12 147" 20" #13 57" 68" #14 39" 33" DECEIVE® AUG 31 2KOTICE OF COMMENCEMENT PERMITTING Permit No. St. Lucie County, Ft_ Property Tax ID No. 130,2-- q 10 - 006s' (200-D State of Florida,County of St.Lucie The Undersigned hereby gives notice that improvement will be made to certain real property,and in accordance with Chapter 713,Florida Statutes,the following information is provided in this Notice of Commencement. Leg I Description of prope and a dress if available to 1CQ cX1.0 0 �r IL � d 1�°ovI C General description of improvements > OY,-) n e--SV\ o.��V5 , Owner/lessee S a AddressZO\-// Interest in property: 0o 1.0 Fee Simple Title holder(if other than owner) Address i Contractor �,�.� L�nry '� GOkV1Cf, S� y� �►`� �'jAfhone# -7-7L — 79 - J Address O 0 i 1 2t�CQ ax#1 —77-2- - ZT4- /S-011 Surety Phone# o: Address Fax# 0 z Amount of Bond FT Lender Phone# 0 a o W f')N Address Fax# U. r Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as prod � r-W by Section 713.13(a)7.,Florida Statues: W N W Name /1 Phone# =z a o ~O�ain Address Fax# o; .. NW C3 In addition to himself,owner designates of = -0 0 Lu 0 Phone# Fax# 0?L",m v Oa �w amu,W0� to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b),Florida Statutes. Expiration date of noti commencement is one year from the date of recording unless a different date is specified. WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CH.713.13,F.S.,AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION.IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCMENT. wner/Lessee,or Owner's or Lessee's Authorized Officer/Director/Partner/Manager/Signature Signatory's Title/Office State of Florida,County ofLN G t,,z- Acknowledged before me this day of U�� 201 by �i 1 I A m wh is personally known to me or who has produced �� l�I V@-ft C P�7 SR_ as identification. Svifiture of Notary Type or P to (Seal) =otcaYPOB�c�t CATHIE LEE STULL Title:Notary Public Commission Number * .= Notary Public-State of Florida "sN n ooe My Comm.Expires Jan 27,2018 °o;FOFF�q;:''� Commission # FF 086842 i�f.JI Professional, / 1 BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts i Publications FBC Staff BCIS site Map ! Links Search i b r 'o;-° }Product ApprovalIa USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail RECEIVED ° u FL# FL11968-113 Application Type Revision AUG 31 2017 Code Version 2014 Application Status Approved PERMITTING St. Lucie County,FL Comments Archived ❑ Product Manufacturer Eastern Metal Supply Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (800)432-2204 [rodriguez@easternmetal.com Authorized Signature Bill Feeley [rodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Storm Panels Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer [] Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A.Tillit,Jr. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By Frank L. Bennardo,P.E. I] Validation Checklist-Hardcopy Received Certificate of Independence FL11968 R3 COI 225inoanelsCI.Ddf Referenced Standard and Year(of Standard) Standard Year ASTM E330 2002 SSTD 12-99 1999 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/23/2015 Date Validated 04/28/2015 Date Pending FBC Approval 05/06/2015 Date Approved 06/22/2015 Summary of Products FL# Model,Number or Name Description 11968.1 0.040"Bertha Aluminum Storm Corrugated aluminum storm panels retained or not by tracks Panel(2.25"Deep)-Non-HVHZ- to provide hurricane protection. Drawing Number 15-042 Limits of Use Installation Instructions Approved for use in HVHZ:No FL11968 R3 II EASTERN METAL SUPPLY INC. DRWG.15- Approved for use outside HVHZ:Yes 042.0f Impact Resistant:Yes Verified By:American Test Lab of South Florida Inc. Design Pressure:N/A Created by Independent Third Party:Yes Other:Large Missile.Max.span is 12'-0"for+25,-25 p.s.f. Evaluation Reports and 4'-0"for+125,-130 p.s.f.for sections 1,3,4,6,7,8, FL11968 R3 AE EASTERN METAL SUPPLY 8A,9 and 11.See sheet 10 of installation drawing number INC. P.E.R. DRWG.15-042.pdf 08-145 for other spans and pressures. Created by Independent Third Party:Yes 11968.2 0.050"Bertha Aluminum Storm Corrugated aluminum storm panels retained or not by tracks Panel(2.25"Deep)-Non-HVHZ- to provide hurricane protection. Drawing Number 15-044 Limits of Use Installation Instructions Approved for use in HVHZ:No FL11968 R3 II EASTERN METAL SUPPLY INC. DRWG.15- Approved for use outside HVHZ:Yes 044.pdf Impact Resistant:Yes Verified By: American Test Lab of South Florida Inc. Design Pressure:N/A Created by Independent Third Party:Yes Other:Large Missile.Max.span is 12'-11"for+30,-30 Evaluation Reports p.s.f.and 8'-2"for+75,-80 p.s.f.for mountings without"h" FL11968 R3 AE EASTERN METAL SUPPLY P.E.R. DRWG. header. See sheet 5 of installation drawing for other spans 15-044.pdf E. pressures. Created by Independent Third Party:Yes 11968.3 24 Gage Galvanized Bertha Steel corrugated galvanized steel storm panels retained or not by Storm Panel(2.25"Deep)-Non- tracks to provide hurricane protection. HVHZ-Drawing Number 15-043 Limits of Use Installation Instructions Approved for use in HVHZ:No FL11968 R3 II EASTERN METAL SUPPLY INC DRWG 15- Approved for use outside HVHZ:Yes 043.)d Impact Resistant:Yes Verified By: American Test Lab of South Florida Inc. Design Pressure:N/A Created by Independent Third Party:Yes Other:Large Missile. Max.span is 9'-8"for+30,-40 p.s.f. Evaluation Reports and 7'-2"for+70,-80 p.s.f,for panels mounted without"H" FL11968 R3 AE EASTERN METAL SUPPLY header.See sheet 4 of installation drawing number 08-142 INC P.E.R. DRWG 15-043.pdf for other spans and pressures. Created by Independent Third Party:Yes 11968.4 Clear Bertha Storm Panels(2 1/4") corrugated polycarbonate storm panels retained or not by -Drawing Number 15-046 tracks to provide hurricane protection. Limits of Use Installation Instructions Approved for use in HVHZ:No FL11968 R3 II EASTERN METAL SUPPLY INC. DRWG.15- Approved for use outside HVHZ:Yes 046.pdf Impact Resistant:Yes Verified By:American Test Lab of South Florida Inc. Design Pressure:N/A Created by Independent Third Party:Yes Other:Large Missile. Max/span is 10'-0"for+28,-28 p.s.f. Evaluation Reports A.S.D.and 4'-0"for+105,-110 p.s.f.A.S.D desgin load.See FL11968 R3 AE EASTERN METAL SUPPLY sheet 3 of installation drawings for other spans and INC. P.E.R. DRWG.15-046.Ddf pressures. Created by Independent Third Party:Yes Back Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: NO eO_ M GENERAL NOTES 1.STORM PANEL SHOWN ON THIS PRODUCT EVALLIATION DOCUMENT(P.ED)HAS BEEN VERI17E0 FOR COMPLIANCE 1N ACCORDANCE NOBS WIN TNF 2014(51h EDITION)OF THE FLORIDA BUILO/NG CODE.THIS STORM PANEL SHALL AZ BE INSTALLED AT HIGH VELOCIY at)MINIMUM EMBEDMENT OF TAPCON, ELCO PANELMATE,AND CF TAP-GRIP ANCHORS INTO CONCRETE BLOCK HURRICANE ZONES(MIAMI-DADE/BROWARD COUNBES). UNI SHAM BE 1 1/4 1 J/8'FOR ZAAMC NAIUN ANCHORS AND 1 1/8'FOR RED HEAD DYWABOLT SLEEVE ANCHORS DESIGN WINO LOADS SHALL BE DEMW47NM AS PER SECTION 1609 OF THE ABOVE MEN17ONED CODE. 92) 7/8'C4LK-1N ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK UNI.NO EMBEDMENT INTO STUCCO FOR A WIND SPEED AS REQUIRED BY 71E-JURISDIC77ON MIERE THESE SHUTTERS WILL 8E INSTALLED AND SHALL BE PERMITTED. 114-0-20 SCREWS USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO EXIST,AND 1' FOR A DIRECRONALIY FACTOR Kd=0.B5.USING ASCE 7-I0 FOR INSTALLATIONS UNDER 2014 FBC AND SHALL MINIMUM FOR WALLS WITH NO STUCCO. NOT EXCEED THE NAgmull(ASD.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 5 TRU 9. IN ORDER TO VERIFY DIE ABOVE CONODION, ULRMATE DESIGN WIND.LOADS DETERMINED PER ASCE 7-TO SJ)MINIMUM EMBEDMENT OF 1/40 x J/4'ALL POINTS SOLID-SET ANCHORS SHALL 8E 7/8'IN70 TH£CONCRETE BLOCK.NO SHALL BE FIRST REDUCED TO AS.D. DESIGN WIND LOADS BY MUL77PLNNG DIEM BY 0.6 IN ORDER TO EMBEDMENT IN70 STUCCO SHALL BE PERMITTED. 1/4"0-20 SS.MACHINE SCREW USED SI ALL BE 1 1/2-LONG TO COMPARE THESE W/MAX. (ASD)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 5 771RU 9. MINIMUM SHOULD STUCCO EXIST,AND 1"MINIMUM FOR WALLS WITH NO STUCCO. 8.4)IN GCSE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISI7NG WALL ANCHORS SHALL BE IN ORDER TO VERIFY TWT COMPONENTS LOADS AND ANCHORS ON THIS P.F.D.AS TESTED WERE NOT OVER STRESSED.A ED INCREASE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS.ANCHORAGE SHALL BE AS INDICATED ON NOES IN V ALLOWABLE SlF£55 FOR WIND LOADS WAS C'Q=USED 1N Tlf.7R ANALYSIS.A DURATION FACTOR CD=1.60 WAS USED FOR B.1)AND B.2)ABOVE. VERIRCATON OF FASTENERS IN W000. STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE M171 SECTION 1609.1.2 OF (C)ANCHORS SHALL of INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPEcinc,477ONS OF THE ANCHORS THE ABOVE MENIONED CODE AS PER All REPORTS 1 0121.01-9BR,1 0329.01-00,1 0525.01-00 AND 10512.07-OJ AND MANUFACTURER. 10617.01-04,AS PER'SSTD 12-99 STANDARD.AND 10221.01-01 PER TAS 201. 202&203. 7.PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SEC77ONS 1 THRU 8(SHEET 3&4 OF 2.ALL ALUMINUM SHEET METAL PANELS SHALL HAVE 5052-HJ2 OR 3004-HJ4 ALLOY. 9)EXCEPT IMT HEADERS 3, 4&5 SHALL NOT BE USED. J.ALL ALUMINUM EXTRUSIONS SLLALL BE ALUMINUM ASSOZA77ON 6063-T6 ALLOY&TEMPER UNLESS OTHERWISE NOTED. & N SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THF.STRUCTURE WHERE SHUnER IS f0 BE STORM PANEL COMPONENTS 4 SRJDDED PLANE AND 5 SNAP GTP ARE PATENT PENDING. ATTACHED 70 INSURE PROPER ANCHORAGE INS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE 1710CK OR WOOD FRAME BUILDINGS 4.All SCREWS TO BE STAINLESS STEEL J04 OR 316 NSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 W/50 ksi YIELD S7RENGII AND 90 ksi TENSILE STRENGTH&SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 9. THE INSIALIA11ON CONTRACTOR IS 70 SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CON17N000S CONTACT W17H 171E 2411.3.3.4. BUILDING TO PREVENT WIND/INN INTRUSION. CAULK AND SEAL SHUTTER TRACKS ALL AROUND FULL LENGTH 5. BOLTS TO BE ASIM A-307 GALVANIZED STEEL OR AISI 304 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. 10. (o)THIS P.E.D.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A 577E SPEGHC PROJECT. Le. WHERE THE SITE CONDITIONS DEV147E FROM THE PLED. 6.ANCHORS TO WALL SHALL BE AS FOLLOWS:(UNLESS OTHERWISE NOTED) (D)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATKIN INCLUDING LIFE S rry OF THIS PRODUCT, (A) 10 MS77NG POURED CONCRETE- BASED ON THIS P.E.D. PROVIDED HE/SHE ODES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT - 1/4'0 TAPOON ANCHORS AS MANUFACTURED BY I.T.W. BUILDEX. CONSTRUCTION SAFETY AT SITE 6 171E CONTRACTOR'S RESPONSIBILITY. - 1/4"0 CF TAP-GRIP ANCHORS(BERTHA S7UD-CON),AS MANUFACTURED BY TRU-FAST CORPORATION. (a) TOS P.E.D. 67LL BE CONSIDERED INVALID IF ALTERED BY ANY M&WS - 1/4'0 ZAMAC NAILIN ANCHORS AS MANUFACTURED BY POWER FASTENERS, INC. - 1/4'0 x l/8'CALK-IN ANCHORS OR ELCO mole&female 7'ANELM4IE'AS MANUFACTURED (d)WE SPEGHC PROJECTS SHALL BE PREPARED BY A FLORIDA REG17ERED ENGINEER OR ARCHI ICT WH/GG WILL BECOME THE BY POWER FASTENERS,INC.AND ELCO CONSTRUCTION PRODUCTS,RESPECTIVELY. £NGIAaW OF RECORD(Eafi.)FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF INE P.E-D. - 1/4'0 x 3/4'ALL POINTS SOUD-SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECN.TY COMPANY. ENGINEER OF RECORD,AC771VC AS A DELEG47E0 ENGINEER 70 THE P.ED.ENGINEER, SHALL SUBMIT TO 77115 LATTER THE SITE SPECIFIC DRAWINGS FOR RENEW. NOTES: A1)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON ANCHORS IS I J14;•FOR 2AMAC NNLIN ANCHORS IS 1 J/8. (D)IRIS P.E.D.SHALL BEAR THE DATE AND ORIGINAL SEA AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT FOR ELCO PANELMATE ANCHORS IS 1 3/4'AND FOR CF TAP-GRIP ANCHORS IS 1 1/4" PREPARED Ir. A7) 7/8'CALK-IN ANCHORS SHALL Be DWRELY EMBEDDED INTO THE POURED CONCRETE NO EMBEDMENT INTO STUCCO 11.SHUTTER MANUFACTURERS LABEL SHALL BE LOCATED ON A READILY WS16LE LOCATION AT STORM PANEL IN ACCORDANCE WITH SEC170M 1710.8.3 OF FLORIDA BUILDING CODE. ONE LABEL SHALL BE PLACED FOR EVERY OPENING. SHALL BE PERMITTED. 1/40-20 SCREWS USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO EXIST.AND 1' LABF.UNG TO COMPLY W7Hf SECTION 1710.8.2 OF THE FLORIDA BUILDING CODE. MINIMUM FOR WALLS WITH NO STUCCO. A.J)MINIMUM EMBEDMENT OF 1/40 x J/4'ALL POINTS SOLID-SET ANCHORS SIALL BE 7/6'INTO THE POURED CONCRETE NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4"0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2"LONG MINIMUM SHOULD STUCCO EXIST,AND 1'MINIMUM FOR WALLS WMI NO STUCCO. A4)IN CASE HAI PRECAST STONE,PRECAST CONCRETE PANELS OR PAVERS BE FOUND ON THE EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS•ANCHORACC SHALL BE AS INDICAIED ON NOTES A1)&AL2)ABOVE. THIS DRAWING SHALL ONLY BE USED TO (B) TO EXISTING CONCRETE BLOCK WALL. OBTAIN PERMITS IN THE STATE OF FLORIDA 1/4'0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W. BUILDER. I/4'0 C-TAP-GRIP ANCHORS(BERTHA STUD-CON),AS MANUFACTURED BY TRU-FAST CORPORADO.N. ��5"y�4 �•j��T 7j7 1/4'0 ZAMAC NAUN ANCHORS AS MANUFACTURED BY POWER FAWETNERS. INC. s•• '�; l� l 1/4'0 x 7/8'CALK-IN ANCHORS OR ELCO mole&female 7ANELM47E'AS MANUFACTURED ����\, .•••••••• J�i� LTY POWER FASTENERS, INC AND ELCO CONSTRUCTION PRODUCTS,RESPECTIVELY. r\Q'• ••. yi - 1/4'0 x 3/4'ALT.POINTS SOLID-SET ANCHORS AS D05TMBUFED BY ALL POINTS SCREW BOLT&SPECIALTY COMPANY.:.'?�" _ FLORIDA BUILDING CODE (Non High Velocity Hurricane Ione) 1/4'0 RED HEAD DYNAB017 SLEEVE ANCHORS AS AANUfACTURED BY LT.W. BuILDEL No.44 j 67 - 02015 I@TECO,INC. 0.050"BERTHA ALUMINUM STORM PANEL r.R.L (2.25'DEEP) Lw124'5 a w� EASTERN METAL SUPPLY. INC w1241'5 'f � r7l 4268 NaT I,�DI,w T/LI.IT 7L571NC#ENGINEERING COMPANY WEST PNM&DWH FL'1'X07 T 5-D44 it H, � oA xc.i®.R.tt�Jos titi7al tum4 R mi[a RfONE(56r)209-B26.T.FAX.'(56/)841-1716 !lI11H `A�., w,a..(Jm)mr-rv4.r:pmyn-rvr 17i1Li12l1R' EB-0006719 'a'x' MAA;N. WALTER A TILLIT Jr.PE: dA rr-m nOR.'O4 L' 44167 SHEET 7 OF 14 71.815'(TOTAL Wvnp as-s-(mm WlvrN) r--2.170• o SUM•AR" 2470' 2' t /2000'(EllrGmr Wv61N1 000"(EFFEGirYr IYmlH)-' I � .fz5' - Rte• 1.500' 1.500" 1.500• 1500' 500' + 1. 1.500' 1.300'- 4.500' •�- RIS' ©AS AIRrOtLiL(TyaJ- � -r2 A2.,11LEY4L RnJ I JS .R123• 8250• �, .125• .i?3' 8.150' � Z r g R.IIS fQ p <•'` M1'�h a� o '� ry F S • .125' RS00' $• 4. N N 2715• J.B9I' 2725' 1-1.725• Fm R FULL ALUM/NUM PANEL WZ HEMMED EDGES I ua1 O (RHALF ALUMINUM PANEL Wl HEMMED EDGES 2150•-I zzs6• rut N• O 'U'HEADER x5.119'(TOTAL WMU 9.119'(/DIAL WIO7h) O3 h' HEADER O4 3'Max. U'BUILD OUT •gyp r -12600•(rnrcr7/E NOM) -I f e°°°•(crrrcmr umm)-j -:.ve•-r scuc:W-r .190• o 1.300• Is00• 1.500•_-ISQ7• I•SOJ• ).s0o' 4.506• 1.500' .?l7a 8 n ®'A',• Pm1 �+ 11 AS ATIlGY1(ATR) .•-�.• a .196• a A;p • "�. • � m '(1,�_n "ni,O .50 v� $R/�' .093• . h2/TS"-1 •I OQ ••� I 7.9sD• I-2125'-J.B97•�-I-2115'-I p M ^� Rte• 69r 690 © REVERSED f•'ANGLE O FULL ALUMINUM PANEL W/Q HEMMED EDGES O HALF ALUMINUM PANEL W/O HEMMED EDGES Je< TRACK 5060•Yat Q STORM PANEL �7 318' B. 0. 7A 314' B O. J784- accr:,�<•-," -I Imo • © 3'ANGLE BU/LD OUT F' TRACK f"' TRACK ffi^�''" r.09+• BRACKET .,.,o• ' SrrmS,o2"0.c L. Ra �Lrpp mrcarp -II-.125' AtEci0rwlEuv L n 1 ALTERN" ^ ^ - • L I - 2000• • Lm LOGIIOM V ti _ V t • 8125' - x --0476 N = 90 F TRICK ANGLE x600- IZ050-LW.OEO' ,� 7 1 ar ANum 0 M4 SMES Ps sm ro ap I, 1! 2' x 5'(Max.) x .125'ANGLE E 0 SRAUNGS 17 2'x5'(MAXt)xl/B' DETAIL l: sruD x/ar CAST 2mc mcr m0 rnz 4rO y�"T(p+sccanNs xKKQ PL47m W=.%Vr ANS WJ1H STUD 0P7TON f OPTION 12 KEYHOLE AT PANEL r.nr rr6 .ns• 1/4 a.T64 aJu' 1 20001 .77'• •SEF8E5'S S. .796' '-_( RA27CD r--- ro%ATE 6<J. <! pe .� Dm cw 1Y6. r 7- a c 1• L _ J/m• ,. (J)5/e'o)"'ESi-- 291 I -d �Q I 2o6c. x AT TOP fmf '! 2760-9/J' --- Abri' .m37 a,r L� 10 STUDDED ANGLE Tm. 2r96• �---- .� r-w.aef• •177• ,Jpg• 062' ST.O[:J/a••r' 1'375 Trp I © KEY HOLE WASHER 1 AA ROUND HOLE AT PANEL (2)5116'rgL65H9 {. "0°'""""°""tDY (OPTION TO 12) MIM FOR 114411 2011" Ih n3 S.S.YAa07$ ! ©STUDDED PLATE --- srnFr raacoNs - �JI m6.1-re Aum rr•��lvrls 111 ,'.r• .�.`;\k.�, ...... FLOR/DA BUILDING CODE (MonHigh Velocity Nurrlcane Zone) OCE(vo ./),v� 07015 MTFCQ,,me 0.050"BERTHA ALUMINUM STORM PANEL ru 441 _ (2.25"DEEP) AWv q - EASTERN METAL SUPPLY, INC p,g. 'i ;•, `.f' 1 L ECO 1�C. 42M,KST RaVS DarF tr mccoya coYPANY MST PAY mAcr6 n.JJa67 nuir rmoic Enc O �•,X•-•q�f'4���- <�� ary R�se,.sr.,s.x�mac.caxrs n.arra e.(56/)m9-azul Aw(ssr)e4r-rrr5 15-044 PRaf rcu°yra•-,' X14/}' 3 it T+ ,.•�,i. mw:fimPTr-taro.rm:rymMr,-wr our "MG No •�. c,r•r A C' �5 i'\. WKTCR A n1LR J.P4 an,r-m SLfC[7 lA OT 14 rttllt Ft r•",• TOP TRACK (SEE COMPOA'ENTS• SHEET fA OF 9) CONCRETE ANCHORS (SEE SCHEDULE)- !�M A1 n1 0 0 0 0 0 o T_i_1___T___'jI_l___r_Ir_1 ___1 -1-1-77- . 1_1_ r _ 1 1 1 1 1 1 I 1 I I I I I I I I I I I I O Luh Z 7W. W I 4 C? 4- L - -Itt - 1_ iLl. _ " Ell _1 .. .- - - AI J W I 1 t a i I u -3'-T--- CONCRETE ANCHORS (SEE SCHEDULE)------ �-3"-� Max. ( Nox. 1 Min. L1 Min. BOTTOM TRACK STORM PANEL TYPICAL ELEVATION (SEE COMPONENTS SHEET ?A) SCALE: 1/8'y 1' :-1/4'Max. CAP 1/4'Max. CAP ll - . . I TYP. ` . • iiAki /r�rr ���q� .•^ �f'�i FLORIDA BUILDING CODE (Non High VeloGlfy Hurrleone Zone) -AW.INC 0.050'BERTHA ALUMINUM STORM PANEL F.PL F (2.25'DEEP) CR4"en (to. /14167 �,z.,rs SECTION A—A '-•�t� �I EASTERN METAL SUPPLY, INC ate. _ IL ECO--,. ,M,1�,R" ••: 77/Ur TL'STWC R CNGINEERINO COMPANY AESr PAIN SS"H.2 17107 15-044 SCALE: 1/8'= t' r.; F '�+ nv a�acro.s4,,m..Ia vsyu c row n anea /w[wE(5er)av-N15L r"-*(56IP4-r7rs ,lpJ ;� �[�``•.� (hJM r-Iva.!m,(aagnn-Ivl al,r rOmra r a .�[r as DRAKP C No .�}C'M• .•:'•�� fB-0006719 W.LLTER A MJff Jr.Pl Oo Ir-m sum1 or u n \• OA/DC lie. 44767 •'1/:Ilftltillll'� ' 1APODAM7A-COVS:Z WO KW RID HM 7APCW.%24UW WK RM ffW OMWM z F - PTD NL{0 17>N107LT,CT TAP�RW,ruK-M m UW U rl LN GPT U K COM. \ O Q�AWfl 7� 7E \ \ Oo QCO W(r/Ezswr PARClMIiC 7G1N°c MIA RID Q r7Mur PAREi1f11E ,y,' (6Tr sa+Qx"FOP SIAOM) Cr Llr-ua:ov r-a oR (sr svaaPRs sav'�.rfAc) cont w¢nelr MR sPACM) 4 cont _ oo QM 4Vr/lilLllr FMRZKOr — POURED O —� ,WaARS(SEF SOQOLI£EQP SPACW \ —_. -�POURED CONCRETE PoURED CONCRETE l— POURED I �CONCRET- p RCOUREp REOURRED CVVCRM W I s REO $ I V I ry 3 Ccnt W R'Y1MYU4 I ! \\ \\ r 4ARMu4 1•W"U1I SEP"WN CLASS I 1'LRNRNUM - .._� To I O W -.—SEPARAnON r0 S ESEPA UM TO I Wu 3 GLA55 Ju w LASS BOi750W 7 J!i• / /B y 7 wkvc NUT O ,I 114'0-20x JlF' I ? 7/ex JI-12' 'WNC NI 4 2�� Q C. BOLTS WWI 7/ 7'2D.C -'/- - FO 12YO.C. I O! i y 10 Cont / r O a O I POURED DRUcO/ E o I W I " h II POURED CONE POURED / W BOCK WAL I I —]�� CONCRETE CONCRETEo _ RIOCK REOUIRED - REDUKED /� OR CONCRE7E 1 _ ContBLOCK WALL / ©Cont. IREDUIRED ULRE 1•MA\ '4 JI-20 4.S WCOW ALL tVW SOW-RT. TxRU'd�Zu4C NNX AYD 12.10./ IM=4 ZAWC wlHe�,Rm W/NUf O 72'O. G Zil1NC NW)L AW ICM o11W0at OMWOCY.T.Q 7M-dPJ;G11/(-a IXR / OttNRM.T,(F TAP-G2P,G[X-W M TAPC %yYNC TtIQP(ALD 1 LF TAI'-CAfq fi1U(-N OR Q W YtIL•/IOW£GAMIM4fE aeo YY[/]OWr Fxnuwrr —!O Cont + 2W/r>,ute FnraLu7E0401- 11 Cme. AM1CHfWS!G[r SdFOUlE MR SI'AORO) (SEC RTRDWE lL91 S°AOtX'I _. __ OITLYS)R f,fF IA X FA AlOR �.SWOtlE.MR Vim) _. M0 iLWYE'PA'[IWrr (Ar sa2D1Ar'w SPAGNO) SEMON®ANCHOR WALL MOUNTING INSTALLATION BUILD OUT INSTALLATION BUILD OUT INSTALLATION SECTION 2 SCALE;JIB-= I• SECTION 3 scAu:J/e•- r- SECTION 4 srouE. yla-- r j 7'MRNDIUM SEPARAITON 70 7 x WA'C NUT 8 GLASS I —� E 0.�+ EDGE WrAWE O 12'O.G I N I ISEE SCHEDULE ON W FNSWM IYALL (W/s,Dcso) W I — — f14"0-20 NOTE FOR COMBINATION-llE'SEI;TIONS BOLTS W/7/B x n °�' I I,_ J/J2'1WNC NUT O IYALIIFLOOR/CE7UN0 MOVIMNG SECIR)NS CAN BE ED '•I CONCAVE I 121 O.G COUMNED W ANY WAY TO SUR ANY IN57AILAT70N. POURED I K OR CONC'RVE CONCRETE L--- Z BLOCK WALL OR CONCRLIE I REOU/10 BLOCK WILL RfoufflO 0 Cont o» .�ZC�.rRW I o ````[1�S1 I'r�•1[:r,UI]I7j� aw n,o�`°1i r°H°""c I Co 1' �` ea... ".. 7% FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) SECnoN 9 STUD ( xaaur raR sruac) v.' LICciVs<<,'. o s= 02015 Carr%W. 0.050'BERTHA ALUMINUM STORM PANEL sR.l ��,�,, (2.25`,DEEP) 0R4W BY.. WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION -''v,•' ' 7 EASTERN METAL SUPPLY, INC w/�2rs M. SECTION 1 swx:J/B•- t- SECTION 2A SCALE:J/B'- 7' �� I L ECO 1 wc. rty,/�( . 5780 ME57 ROWS MNE .. V/F TiLLIT 7E57RNC R ENGINEERING COMPANY MESA PALM BFAC(R JJK17 ,•r 7L' •t:, 15-044 N�:DETAIL OF SECnON O 51W VALID ALSO FOR f;p'.�0,ly ^ :.` •� a,. x.>.'�'.. rx r.'i'r�."T�'•"r`� �r-,��"r" �E(66020-etw.rix(561)841-171 oanMrNc w WAIL MOUNRNC 04TAERArW-SEC", 2(TOP) � s 1t ��� ED-00067!9 7,.ICIY�i f is' wnvo'�moaalz'Ni'a167 bP rr-m sxar a to 04 TAPLO'4 LAUK-W ON QN MPCONS CALK-N OR BLO 718.0 MAG NUT ONLY _ 10 Cont FZWE 1KNUMOE AMTKM6' AAMA& I(KL% OP R07 ralr/7EIwEF- -20 (SEL SdCOrAE fOR FWGDq) E O. F•ALO'C) E a. \ AT &ALE PAAE7NATEMP..) !/4' -20 5.a MACH.NE PAVOANi£AK7kW5 BOLT W/NUf&WASIfER E D (SEE sv0ud£FORIf'^ CALK-W,ALL PO/MS SOUR-SET OR r F•ACM) 8 O 2-0.G I I r1 ELCO A/ALf/ffN4fE RWELWE AWHORS _ •n I'Lr. POURED CONCRETE i I POURED CONCRETE I I I t REOWRED 1• (SEE SCHEDULE FOR SPAL6JG) I� REQUIRED POURED CdfGl£TE POURED REQUIRED—\ oW III o^�I �5 11 III on a onETECONCR � - CONCRETE OR W IIDc LarailoH K 9 Ct. REQUIRED iI —OConf. � ConL •ri 114.0-20 x J 4' I I 1 5 801.75 fY/ �.'�I I Z 1'M/MMUM I J'MINIMUM I J/Jz"WrNG Nur o I $ -SLPACLASSMMON 7D I r� SEPARATION I __..O N i2'O.C I 7 W SEPARATION TO I W CLASS I I W 1'A(WMUM I CLASS I 1 iA SEFAM S r0 i h I v I U SL I/4'P-zDis J%J2'IWC/NUT O ALTERNATE 72 O C I I = I LEC L(1GinON g Cb•eL I IBOLTS /JX/TI r I 77 UTO 1"10.UCS J/J2'MNG NUT O C-L 12 O.C. POURED C I POURED I I CONCRETE CONCRETE W _ r I R I pN W OR CONCRCC I __ _ Cont CLOCK WALL _-ice—" I BLOCK WALL I --' REQUIRED "`---���---_ / f 1r'N:n. / 'I � "ED. � � fAIK-lN.ALL POINTS SOI1D-SET OR� R - I•lKn. PGIFa'O Lnrcm-rE Iaco UMVfEAMAIF.PmiamATE ANCHORS '�? ML11>dTD IRCgARID I I (SEE SCHEDULE FOR SPACINC) ZAw NAM RED 1ID'L IOL 0-20 S.S.UACIME011115CiLIs(1kOC7K a".LT rM-atR' BOLTw/NUT&WASHER 7Arcm%GUc-W Gi OLO M4fJA"C(WS wx-&Olt ELCO I1SFJCAG•-P/yt RGO YUp/R1WF O 12'O.C ItYUL vNRI1uTE MUKYG f F PA TE AWpRS--1 1Cont (SEE Rimu POR SFAO.•C) (FT SCHMIAE PDR F'.1<SYL') (52 sa muf TOR F'Afad) O BUILD OUT INSTALLATION CEILING & FLOOR MOUNTING CEILING & FLOOR MOUNTING WALL MOUNTING INSTALLATION'(D. M.) — SECTION 5 SEALE:J/B - ! INSTALLATION — SECTION 6 INSTALLATION — SECTION 7 — SECTION 8 SCALE:3/8•= 1' SCALE:J/8•a !• SCALE:3/8'- 1• A r • SCREWS USED AT ANCHORS MAY EE F1410-20 SW MILK BOLT W/®OR!/40-20 TRUSS BEAD BOLT i'YlMMW i O µ•�&®. --SEPAKAMI 70-- I CLASS I •FDE WALK BODS ARE J/40x3/J2'7N/CK HEAD U40IWE SCREW W1 LENGTH AS PER NOTES A2 &0.2(S1rEET l). P-20 a J!a' E D.-. EDGE DISTANCE C BOLTS W/7/8 (SEE S •TRUSS H✓ID BOLTS ARE 1/2 0x1/8•PICK WAD 6&7) ON Conf.gs I J/32'MNC NUT O SHEET 6&7) KaGBNC SCREW w/LENGTH AS PER NOTES AZ& /2 O.C a2(SHEET 1) NOTE FOR COMBiNATLON OF SEC17ONS: u I WALL/FLOOR/CE7tlNG AIOUN77NG SECTIONS GW RE' `1a/i1l�t�lltltfM%/7fff• APOO.4 Wx-W OR 1200INtF/J -.--. E.D..--.-y CWrBJNfD 1N ANY WAY 70 SUIT ANY fN�STACLAJIUN. �S�S\SER I I<</.'f�iFLORIDA BUILDING CODC (Non High Velocity Hurricane Zone) PHIGII PANDwr A/x2.OP5 .,•••••••: Tom '. (sEc sam u MR MICHO) J `tee Q .• ' J •, f1 kms, e2Drs T4TEC0.WG 0.050"BERTHA ALUMINUM STORM PANEL r.R.L POURED CONGLx1E : \,� F (2.25"DEEP) mm BY., REQUIRED 0.i/11/JS FLOOR MOUNTING INSTALLATION = EASTERN METAL SUPPLY, INC ate: mw SECTION 5A .saLE:3/B•= 1' _ ' I E C 1 Xe ALM GW�O�.-U#07 ALLY TESTING&ENGINEERING COMPANY 15-044 '• I Ly`, e.155"...JRr.R.m J4 WtN•GumEiS n.urm PRONE(361)209-8263.FAx:(561)(711-1716 �.,• '•, wr.•.:(mJxA-rsn.m.:(zcesr-Is1r rtsrs Pur LB-0006/!9LVUhING No �j %•.•., Oto N-9J) n HALTER A 71LUT J/.P.f. Flm 1 Or 11 .i.•.S ;•Ly'�'' TLaRme lir: 44,67 rlffrTff>KiiLE:;tt"\\\•\•. POURED CONCRETE POURED CONCRETE OR VARIES J' CONCRETE BLOCK WALL OR CONCRETE'BLOCK WALL REQUIRED \ Nox. R£OURM-.----t 7 POURED CONCRETE \ WA W x J'r.095'3105 2' .r- OR _ CONCREr£BLOC( 6063-T6 A(LOY Cont RNm.ANGIE O POURED NCRE OR R WALL REOUWED NTTFI ANCHORS O 1?'O.C. , \ CONCRETE IRED CONCRETE 2500'Min.- nuL REouwm A S ANCHORS ls�a c - 2 O a t/4 GAP I CONCRE7E - ANCHORS O 12"0.C. YAR1E5 J' OR®-O 7.000• �I 1 1 1 REQUIRED A[WATS �I _�m�� h `/ 1 T \ u OR OOR®ORO ALIERK47E LEC LOC7TK)N \� 2 Yaa. TO r 7'x.053' V 2'r!'x 125" � \ /'� TO 2'r 5'r.053" 1 C-1 NI4 OR 6067-76 ALLOY O 117 OR 1 O//i OR.030"JI05-If I54 Corti.Num.ANG(E �.J -__ _.._ .. .. _ _ SHEET METAL N.- 4;'; um, I C DOLT 4"x 4'r.072- BENT RATE .J ' 24 O.T C-f.Al-4 OR 6067-76 ALLOY I W/JACK0. Cant NRANCLE 60 CASE A (Plan) CASE B Plan) CASE C Ian) SCALE ,i4'= r ( _ CASE D (Plan) SCALE1/4'_ !" SCALE.- 1/4'= 1' END CLOSURES DETAILS SCALE: 1/4'a 1' MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.S.fj POURED CONCRETE Q0N/; . AND CORRESPONDING MAXIMUM_PANEL LENGTH ,"L'_' OR COVCR£TE_ 1 (OPEN POSO7011+) rso x SCHEDULE FOR A GIVEN PANEL SYSTEM MOCK RED OR CON c°"cRE'£ (RED'D} OR CONCRETE BLOCK /APCLWANCHORS Q7 WALL RlOULRED ALLPONT SOUR-SET "awAl Not PANEL LEWIN (SEE SCHEDULE FOR SPACRIG) +LiL.E:S'M1NP CAP I A. ammi L(R•} / - I PRESSURE 77NG 1 I 1 HLPtKCA E CON[RRONS. ("..'RA YDUNRNO w/ Erouxtwc w/ wrLt Mo (4&w/ cafe. j s 71'11FAOER n•HfJtOER Q COMPON£M W � +30.0, -30.0 12'-11' 12'-I1' 12'-11' !'YWLtIUY 'i' +30.0, -75.0 i2'-71' 12'-1i" 72�-1f' I r'MctmvuM �� I 1 CONT. - SEPARATION +35.0, -40.0 12'-0' 12'-0 72'-0' I To G1lSS w 7/6•r.T/32' 1 ' --mxG NUt O +40.0, -45.0 f!'-2" 1!'-2 11'-2' �' - Ea STUD cGHr I , Win£O CASE E (Plan) +45.0, -50,0 10'-7' 10'•-4" !O'-7' CONCREW MOCK AAlL SCALE.. t/I' 1- +50.0, -55.0 10'-0" 9'-4• 10'-0" �W NEOYRRED GOVT. OR CR�& _/ SECTION ® STUD 1 (—N POsmoN+J +55.0, -60.0 9'-7' 8'-6' 9'-7' VA REou1Rrn TPP. TOP/BOTTOM +60.0. -65.0 9'-2" 7'-9- 9'-2' IAPCOWN ANCHOR"OR / ALL POLNT SOLID-SET`- 1 CONT. SCUEDULE rDR SPACING) (OPEN POWIM+) +65.0• -70.0 8'-9' 7'-2' 1�tµttllrtlolri rf WALL MOUNTING INSTAAL•ATMW- +70.0, -75.0 8'-6' 6'-8' SECTION ���� 1 FLORIDA BUILDING CODE (Non Nigh Velocity Hurricane Zone) �'Z;. \\GttJ'SF 02013 MYEa7,mNc. 0.050"BERTHA ALUMINUM STORM PANEL r.R.L +75.0, -80.0 8'-2' 6'-J' 8'-2' SCALE: 3/8'= 1 1 A�,�D7 w (2.25" DEEP) MAW m:. N07F'•MINIMUM PANEL LENGTH IS J'-0: _ EASTERN METAL SUPPLY, INC fNTE: 1 L ECO NC. 4266 IIEST MAO POPE T '�. ••,` nuir TESTING h ENGINEERING COMPANY WEST RAW!>E"n_M407 /5-044 ` � ry\J : oasl Nc,lea. a..ro t Iwv41 cva0a rx.alae fYKx2(561)209-6263.FAY:(56/)641-1716 !.•, •, <4,`\`J,. mw..:(EDF+ -laa. :frmXn-Izn mono mr masa. aor OR7WNc No '\. ED-0006719 i�•..UAV y.`\\��� WALTER ARE!4 TRIP 44 E n0.6fM m 11- 57IEEr 5 OF 14 Cio 161 nOsaIVD?X�—roaWAANP+ FNM MAXIMUM A.S.D- DESIGN PRESSURE RATING (o.s.f.) AND CORRESPONDING MAXIMUM ANCHOR FOR A R U4 3" AMM NCI AID A 1"1Llpltt 1pYEYE7t 1gAL714I iWOEL LIhC77f/OP A r.A£/4 E. D. =EDGE DISTANCE Asa SCHEDULE LOW KW aE A FD AS PFR SPACING SCHEDULE FOR 1NSTALLATIONS INTO CONCRF'TE,AND CONCRETE BLOCK S'PRUCTURES • yAp��7M 1A4VMW4 ANCHORS SPACING IDR E a -J 1/2'•• LL•I.YIMUM AWDMUM ANCHORS SPACwG FOR E A J I/2'•• AS.u• APPLICABLE TO MUWLW ASO. APPLC4MC To Mvmw DESIGN PRESSURE TAKYLVS PW C T d1Af-w SCUD-SET PANQ.1NnS Cr I GpP 51'CRO7S f A PANEL DESIGN T, yS IAWC NARBJ r&K-w SCUP-SET PANaNA E5 cr UP-CMP SEOBONS/Q PANEL RAnNG ANY COMMA LENGTH PRE35URE RED NO.DYANLRM.T QTMBPl4T LENGTH (P-9✓) t_12 - To TO ro ro To ro TO TO TD ro or 7HLM v(a) &T j ro ro ro ro ro ro ro ro ro ro ro ro Of nrDv 2•(N.) CUYUR'!E'MISMN/• ODiKNEiF M65OKP1' COIICRL'IE M45LMI/ CCV/037E WSLWItY GCtlK1rt][ 1GllLYAi/' C&OCRLTF MASQNRY LVNCREIE UWoWV COWWTE• UAS&tY CONRE7E MASONR/ �OIK'RLTF MASpWf CONCRETE MkWARY 12' - 12' - - - 12' - 72- - r(Top) 12' - 12-++ - 12' - _ 12• 10 _ I(lop) 12rz" 12' B" 12' 72• 1Y II" 12' r0 1/2 1,9+(BOTTOM) 12' 6' !z' 72' 12- 5 12' 12' 12• f2- 11 1/2' 6//2' 1.9+(DOTTOAQ72'+ - 12' 12" 12' 12' 12' - 12'- -- _- 2 9+(/OP) 12" 6' 11"+ — -12' 12' 12 12"- 12- - It I r 1/2" - z,gl(Top) 12- 10' 12'+ 72" 12' B' - - 12' IY 12- lO I/2' 2(BOTTOM) 12' 6. 12"++ 12• 12" 5• - - 12' ( 12' 11 1/2" 6 1/2• 2(BOTTOM) Ir 10' 12'++ 12' 12- - B- - - 12, 12" 12- 10 1/2' 2A(BOTTOM) 12• s• 12•+ 42• - 12• -- 5'-- - - 12' rz• 11 1/2' 6 1/2' 2A(BOTTOM) +JSP,-40.O 12' - 12"+f - 12' - - - 12• -� 12' - J&a(TOP) B'-0- IJ£a-40.0 I2• --� r2'+ _ 12' - - 12' - 11 - J a(TOY) OR 12" 10' 12'++ 12" 12' 8" - - 12' 12" 12' rO 1/2- J(BOTTOM) OR OR 12' 6' 72'+*- 1T 12- d' - - 12" 12' 11 1/2' 6 1/2•. .S IBOTTOMJ.. 10-0 LESS 12' /0' 12-++ 12- 12' B' - - 12" 12' 12- 10 r/z' 4(BOTTOM)- L LESS 12' 6• 12•++ 12, 12' s' - - 12• 12" It 1/2' 6 1/2' a(BOTTOM) to 12" - 12-+ -- 72'---- _ .-.- _.12' - 12- - 5(TOP) 12' - 12' 12' - fl 1/Y _ 5(top) 12--11' 12- lo- 12"+E 12" 12- e" - - 12- 11" 12• ,10 r/z' S(BOTTOM) 12' 6• - --r2" !z• 12• 5• - - 12' 12" 11 1/2" 6 1/2- 5(BOTTOM) 12• - - - 72' 12' - - _- 6(TOP) fO' - - i - 1°• - - _ TV - - - 6(IOP) 12" - - - 12' - - - 12' - - - 6(BOTTOM) 8' .- - _ e' _ _ _ 11' - - 6(BOTTOM) 11' - - - it' - - ---12- _ _ --54 lbOhou)- Y -- -- - 7'- - - 9 f/2• - - -_ _ 54 BOTTOM OP _ —7( PL_ 11• - - - 12' - - _ 72' _ _ _ 7(Bottom) 7• _ —-_ 7. -- —__-.. 10- _ -_ 7(BOTTOM) s' rz' v' 12 12 - - 0op/BOTroN) - - - -- .2' 12', 12 12' r2 - - (TOP/Do TDM) 12- - 12'++ _ 12 - - - 12' - T2" _ I(Top) _ + ONLY TAPCON ANCHORS OR ALL POINT SOLID-SET ALLOWED FOR MOUNTING SECTION 9. 12- 8' 12"+ 12- 12- .. 61 _.. 12" 12- 12' /2" T2' B 1/2" 1.9+(80170M) ++ ANCHORS SPACING ONLY VAUD FOR 2AN4C NNLA: I2 _ - 12 + 12• 12- 12" 12" 12' 12" _ 72- 2. 9'(7OP) • SEF-SHEET SIA 8 9 FOR ANCHORS TYPE&SPACING 12' 8' 11'++ ..72• 12' 6' _ _-- - 12" 72- 12•... 8 1/2' 2(BOTTOM) FOR INSTALLATIONS INTO WOOD TRAMS BUILDINGS. 12" 6' 12'+4 12' 12' 6'- - - 12' 12' 12' 8 1/2" 2A(BOTTOM) •• A6LDMUM ANCHOR SPACINGS ARE VALID FOR 3 I/2'EDGE OS7ANCF ++ FOR E D.LESS THAN J 1/2;REDUCE ANCHOR SPACING BY +M0..-40.0 72' - 12' - 12• - - - 12• -- 12' - J&M(TOP) A(M.71PLYING SPACINGS SHOWN ON SCHEDULE BY THE FOLLOWING -— -- FACTORS .(W E D.FOR 04UE--IN ANCHORS&A.co O7 12'--8- 12" .-12" 12" 6" - ! _- 12" 12" 12" 8 1/2_ J(BOTTOM) 26'-0• PANUARTE IS 2 I/2.AND J f/2-FOR SOLID-SET ANWORS). 113S 12- 6• 72•++ 12• 12' 6- - - 12' 1z- 12' is 1/z" 4(BOTTOM) To ++.... -.__- lot-a' FACTOR !2" - 12" -• f<'" - - -• 12" - 12" _ S(TOP) ACTUAL E. D. - /.tIUC AMRLY 12- 8' 72"++ t2' r2' 6" - - 12' 12- 12" B 1/2• 5(11017004) IAPCON /VYX49Mr C4LX-W SOUP-SP CT TAP-GVP NELMTES 12 - - - 12" - .. _ 12' - - - 6(TOP) 3- - .116 .75 .78 1.00 10" - 10' -— -- - -12 - -- - s(BOTTOM) z 1/2" - 71 so - BD _9' - - - 9" 12- - ___ _ 7(BOTTOM) 12- 6' 12- 72" 17' I2' _ _ (TOP/BOTTOM) ``��;11^Ilfll�ll,�'77 -•�` _ _ _ _ H:•II(�/)F7jf FLORIDA BUILDING CODE (Non Nigh Velocity 1i one Zone) ;,tP'• 02015 17LTLTA,INC 0.050"BERTHA ALUMINUM STORM PANEL FILL S,•' \GcNSE ' (2.25"DEEP) DR4"or. I t,41*3'4! EASTERN METAL SUPPLY, INC GA 1 L ECO w C. 4168 NLST Ro,D6 ORNE . NLLIT Trsnm&ENGINEERING COMPANY M'6f PALM B&OCH TL M4O7 yj Fn ': aa+>I.rt ua a sm.xx tKorN cNtti's n AIII PIpNE'(561)209-8-163,FAY:(561 841-1716 15-044 V-000 u:Gfalpn-mr emsmn art DILtWWO No . ',N,•'• `.ti• MCA OG A nI.LT P.E m rr-m SNEL7 6 Or r4 FE RdLk. 4444 167 INRs SrJIEDULE NOrGmES�Dc6eED ANa}aR sPAcavc 413E / ) Jt �.,•iR• MR A GASH ASA DE AW LOW AND PANEL LENT.7N. MAXIMUhf A.S.D. DESIGN EB SSURE RATING .s.f. AND CORBESPONDING MAXIMUM ANC-D� HOWEVER M00YN1 PAM LENGTH MR A G69/ E D. m EDGE DISTANCE ,` �>.•' S SC19DU E 'ANON LW SNEET'i'.S'g``�'E'AS PER SPACING SCHEDULE EOR INSTALLATIONS INTO CONCRETE AND CO,V-'RETE BLOCK STRUCTURES • : 'r.`V�t� MAXIMUM ANCHORS SPACING FOR E D.e 3 1/2-^• IDWJML9I A14MMUM ANaWS SPACING FOR E D. a J 1/2- MUM APPLICABLE TO 1KQW ASD. •• �R' Iftf2�%d/ DESIGN rAP00HS 2A&10 MUNI CALK-Ol SOLO-SET PANaMAIES Cr TM-GRP SECTIONS/& PAN'S DESIGN T�� C ZAK NM/ pyK_IN SOElD�E7 PAKVJO ES CC TAP-DRIP g .• PRESSURE RED Ila DYNABIX7 CVUBMI70A LENGTH PRESSURE RED HM OYNIAOOLr MOTH RATING TO ro To ID To ro to 70ro TV M OF THEM v(ft.) RRING ro ro To r0 ro - to to TO ro ro ro'.% , ax�Y1-•'e. 2�:`pt) (P•f•L) meaErF,N60flR,' mNUfErE A1a601,RY OP'x.RET•,wSONRY cYY+OeErE wSO�arr coNLREle wmnwr CONCRETENarowrr (Ps•) mrciErE u1SIIVRr Lnr%RM MaSWIRr CONCRETE to CMW ETE Nasoivm� c1],L w M.kS w SIT 12' - 72,+E - 12' - - - I2' - 12- - r(TOP) 8• - 7"++ - 9• _ - _ _ _ 12• - 6' 'AL44 12' 6• 12'++ /2'' 12' r`" 12' --12• 12' 12- 12- 7- 1.9+'(BOITOM) 12' 5' 11++ 10' 12- 4- 12' JT' 12' 9 1/2' 9•- 5' 1. 9f(BOTTOAQ 12' - 12-++ - 12' _-_ 12' ..-12' 12'- - 12" - z 9+(IOP) 12' - 9'++ - 12• - 12' r2" 12" - 9• - 1.9+'(W) 12•++ /2" t2' 15- - - 12" T2' 12- 7' 2(BOTTOM) 12' 5• 11++ 10- 12 - 4' _ - 12' 9 1/2' 9" 5- 2(BOTRIM) 12- ' 6" 12 + 12" IZ• - - 12• 12' 12' 7- 2A(60770) /2' S' 1I' lo' 12- 4- i - 12' 9 I/2' 9 5- 2A(BOTTOM) +357-941.0 112 - 12' - 12- - 7z• - 3&4(TOP) 8'-D- #ao,-6ao 12• - 11-++ _ 12• - - - I2" _ 9• - 3&4(TOP) 8'-0• To 12' 6' 12'++ 12• 12' - - 12' 12' I2' 7- J(BOTTOM) ORTO 1z' 5' 11'7{ 10" 12" 4" - - I2' 9 f/2' 9• • J(BOTTOM) oR FESS +SSR-60.0 }2" 6• 12-++ f2' 12' -_ - --- 72'-_12" /Y' 7' 4(BOTTUM)- LESS -80.07- -80.0 12" S' I1++ To. 12' 4' - - I2' 9 f/2' 9' -- 4(b'0T71M) 12- - I2-++ - 12- - - - 12' - 12' - 5(IOP) 12' - 17++ - 12' - - - 12'� - 9" - 5(TOP) ..72' ..6'- - f2;+? 1z- Y2 - - 12• r2• 12- T s(BOnoM) !z' n• ro- rz• 4' - - 12• 9 f/2' 9" 5' g(BOTTOM) 10' - - - 10• - - - 12" - - - _ --6(Top) 9' -- -- - 8. - - - 10 1/2' _ -- 6(top) g- _ _ _ g• _ _ _ 12• _ _ _ 6(OoTrOM) 6- _ _ _ 6• _ _ ._g•- _ _ _ 6(BOTTOM) --- ----- - --- -- --- 5A(� —-- sa OTIO�a 7' - - - -10 1/2" - - - 7(TOP)T/OAf) 5• -- 5•- _ -�_ - - 7 1/2' - - - 7 P 0 - - - 8' - - - 1I• - - 7(lTOITOM) s• - - - 6" - - - 8' - - - - ((i07TOM) 11' - 12' 12' 12' 12' - - (TOP/Bottom) - - - -- 12• - 12' 12- 12' 6• - - 8(TOP/BOTTOM) 6• - 5•++ - 6- - - - 9 1/2" - 4- - 1 (TOP) 5• - 4'++ - 5. - - 8" - J• J 7/2 I(t0') -I1'- 4' ----9•++ 6" 1 11' 3• 1 12' 1 f2• 12' 8- 7 1/2- 4" r,9+(90770M) 10" J- 8'++ 7' 10' 1 J' 12- /2" 12• 7' 6 1/2' - f,9+(L10TTDM) 12, -- 9•++ - fY - 12• 1z' 12' - 7 7/2" - z 9+(roP) lo' - 7.f f - 11' - IT" 12• 12' - - 6 1/2" ---- `2.9+(TOP) IT- 4" 9•++ 6" 11' J• - - 12' 8• 7 1/2' 4. 2(BOTTOM) 10' 3' ._ 8.I F .7, �o' J, 12•- 7' 6 1/2• J 1/2- 2(00770M) 11' 4' 9'++ 6' 11' J' - - 12' 8• 7 1/2" 4' 2A(BOTTOM) 10" -4. --8'++ 7- to, -3' --- --- -12' 7• 6 112' 3 1/1' 24(BOTTOM) IJ5.0.-4410 /I' - 9'H f - 11" - ._ 72' - 7 1/2" - 3&4(TOP) 4M..0,-6410 f0• - 8"++ - IO' - - - 12" - 6 1/2' - J&4(FOP) 10 1/" 4- 9-++ B' it- J' - - 12' 8• 7 1/2' 4" 3(BOTTOM) >8'-0- T1 to' J' 8•+H 7' - --to' J• ------ 12' 7• 61/2• 3 1/2- J(BOTTOM) >8'-0' +550,-600 11" 1 4' 9.44 8• I1•Jt-J" - - 1Y 6' 7 1/2' 4' 4(BOTTOM) 70 +7541-sao To- 3• 8'++- T f0" _3• - - 12• 7- 6 1/2- J.1/2•.. 4(BOAoM) TO rr• - 9- - Il" - - - 12' - 7 1/2' - 5(Top) 10' - 8' - 10' - - - 12" - 5 1/2' - 5 QOP) f1• 4- 9'++ e• uft' i 3• - - 12• 8' 7 1/2' 4- 5(BOTTOM) 9- 3• 8•++ 7" 9" 3' - - 12- j6 1/2- 6 1/2' J 1/2• 5(BOTTOM) . ---- ------ -------- - --- 6' - S 6• 1 8 1/2 - _ _ _ 6(TOP) 6- _ - _ 6• - _ _ 7 111•i _ _ _ 6(TOP) 5• ._ -. _ 5• _ _ 7 _ _ _ 6(OOrRO) 5' - _ I _ 5• _ _ _ 6 1/2' _ _ _ 6(80110M) TO) 51(BOTTOM) 4- [5 • 4- - _ 6 1/2' - - 7 T 4- - - 4-.. - - - 5 1/2'i - - _ 7 OP 5• _ _ _ 5- _ - I _ 6 1/2' - - - 7(BOTTOM) 4• _ _ i _ q- _ - _ 6" _ 7(BOTTOM) 6- - 12- 1 )2- 12" 6" (TOP/6O170M _ _ _ i _ 6- - f2" 12" _ !2" I 6" - - (70P/BOT70M FAC70R + ONLY TAPCON ANCHORS OR ALL FOBFr SOLID-SET ALLOWED FOR MOUNTING SECTION 9. AC7MIL E. D. :+ ANCHORS SPACING ONLY APPUC46E TO 2AM4C AKVN ANCHORS FLORIDA BUILDING CODE (Non Nlgh Veloci! Hu one Zone) 7AAAAL N4EM SEE SHEET 7&8 FOR ANCHORS HYPE&SPACING FOR INSTAUATONS INTO WOOD FRAME rAPLON /DV?A=t CALK-01 S&O-SET of W-MP BUIDINGS. 02015 TUTEm.INC 0.050"BERTHA ALUMINUM STORM PANEL F.R.L ANELW/ES +• MAXIMUM ANCHOR SPACINGS ARE VALID FOR J 1/2-EDGE DISTANCE ('Z.ZS DEEP) OPAWY BY. .86 IS .75 .76 1,00 FOR E D.LESS THAN 3 1/2;REDUCE ANCHOR SPACING BY 0.I/II/ _ MULTIPLYING SPACINGS SHOWN ON SCIHEDULE 8Y THE FOLLOWING EASTERN METAL SUPPLY, INC 4141 -_2 1/2• ._ ---- .71 .50 - .80 FACTORS. (Min E D.FOR CALK-kV ANCHORS&ELCO 'L E C 0 1 N C. +266 WEST Ra05 AMC_ MELANIE IS 2 1121.AND J•1/2-FOR SOLID-SEF ANCHORS). wE57 PALM BFAGd FL J.NO7 FOR THIS OPERATION TO BE MAGE REDUCED SPACINGS RESULTING fROM APPLYING ABOVE 7LUr rEsnRc&ENc1NEER1N0 COMPANY ppHC I5-044 2- - .50 - - �' a...rte.x41.s .EN INFER ING C n Arca (=61)209-8263;FAK(561)841-1716 FACTORS SHALL NOT RESULT ON SPACINGS LESS TNN J'FOR ALL ANCHORS(MEPT .-_ +4.5'FOR RED HD.DYMMT ANCHORS). �-f SEB mosif9 Ern-I.vr OPAM7N0,w Ll 1/2" .35 - - - - as v-A2 +� Wi1C1FJ7 A DINT"P.E: 91C[f 7 OF 14 nGroaA Lk. H I67 CONCRETE ANCHORS CONCRETE ANCHORS ��� rSEE SG(L'DUI�� $ (SEE SCHEWLE)\ bJ 1/4"Max. GA!' /4'blax. GM IYi yl — Z a e h>i o I POUREDRETE W Ii CONCRETE�I 3 Cos, I I I 1 \ \\ I RECUIRED \ 2 CmL I I SECTION B-B SCALE: 1/8"a 1' fxti(6V0�' I 1 W i f GLASS I I CUSS I'Min.SEPAR4TaN a j TO 6RASS I„ 146/6, 14A/6, !'Mn,SEPARADON I I , 01 — I m cuss I w 15,16B/7 15,16A/7 � (WHOLE) (WHOLES) I Ia CJi£D I I x I 16 BUT NOT i/4'-20x1'S.S. � EA CORNER® SIDEWALK BOUS. j BOTTOM AS SEE MAILS 2/7, O i I I DEM 2/7 SHOWN. 2/15. (WHOLE) v//"5-20,1'SSM.S. TTFTxcnwo iiJo a I -� E I T- B 47 INTERIORLY REMOVABLE I i a ,fig zm j/�2 I C 6 PANEL O W/ WINO NUT O ! 0.C. I I a ' SIDfWA!`.rKl BOLTS I I I _ I (SEF DETAILS I _ 1 I 0 6 2%7, 214) CONNEC(E77 TO 1 THRU POURED Or� h I' S/8b HOLES Al ©�' OR CONCRETE I r t 6'OX& BLOC(WAIL c I POURED `" .. .t .. FASTENED AT REAR r�DvrD '" I I CONCRETE CRETE , - W/11810x-3132' BL KW W i WILLWING NLTT 0 EVERY p- I SIDEWALK BOLT. OR OO OR � CONCRETE ANCHORS 14B/6, 14A/6, ( SEE SCHEDULE)' 15,16B/7 15,16A/7 ' CONCRETE ANCHORS als' Cont (SFE SCHEDULE) LvfER101RLY REMOVABLE PAML�W/ -,7'--- CONCRETE ANCHORS(SFE SCHEDULE)--------+--J'-- Max. Mox. FSIDEWALK D�To 6 7HRU 5/e a t Min. I Mm. f�+4 IGLCS AT O,O.0&FASTENED SECTION 10A SECTION 1OB AT RrAR w 7/B 0,3,J-WWG NUT O f4ERY 5/OEIYAlX DOLT. INTERIORLY REMOVABLE STORM PANEL WALL MOUNTING INSTALLATIONS PARTIAL ELEVATION Y SECTIONS 10 SCALE: 1/8'= 1• SGV£:J/B"- I INSTALLATIONS ALID FOR PANELS 1 USED JOINTLY ����-7T JR�II""'%A,,,� WITHINTERIORLYREMOVABLELS E <r,•' c * FLORIDA BUILDING CODE (Non Nigh Velocity Hurricane Zone 02025 17,mm,, Nc 0.050" BERTHA ALUMINUM STORM PANEL F.R.L. (225"DEEP) awnN Br. •LJ�: OJ/v./rs EASTERN METAL SUPPLY, INC art n •`.\ I L E �Rm-�-. 12M NT3T ROADS DRr/LNESE PAW BEACH IL MW7 nWT TESTMG a CNCINECRINC CMNY PHONE'(561)209-BZ"FAX 561 I-7726 l5-OQ4 ESNIENNa ( 1� wrt l�rNv DRAINNG No EB-C66 Y1719 ••IrJi:i Ell'` 1YkTFR A JVlrr.4.P.E ou,N-T� SHUT B Or II ;welt ROBIN E' IIIdJ CONCRETE ANCHORS CONCRETE ANCHORS CONCRETE ANCHORS -E D. CONCRE7E ANCHORS E.D. (SEE SCHEDULE) -[D,- (SEE SCHEDULE) (SEED SCHEDULE) --- (SEE SCHEDULE)\' POURED POURED 7 £.D.-- CONCRETE POURED CONCRETE I I POl1Rm CONCRETE _EO, I I E-p- REt1U� I I REOUaW ED. I I En. RECU/RW ED. m. REOUlRFD EO. m. w I i W< I -O --05 Cone I i —'�ConG I i 5 Conf. I I 5 CON. _ W I I I I i 1'k.sEnARATIaN I j I 7O GL40 ; = Ll'Afz,.SEPARARON- I T I f•mm. GLASS SON I t W H 1D MASS 1.ATO CL-SS 71CtJ I I I I t a I I 1n I e V I OETM I G I T— I T I Of7N1iz I I j I 1 I I n I j $ y I W NG Nur 0 - I i s t I 7/8'e r J/-V" I 1 EVERT sn o I I k I WHO Nur e I e T2'O. C. 718' x J/JT•-• I �0.CCS KING ! 1 NC NUr e �nG L I I EVERY STUD I I �°N Je/sl I /Y a I2'O.C. I EVERY STUD I O I I C-f. L I I e 12•o.C. HERj Cont. I I I N.TERNA)E LEC ;n I GOGI/NM' ti I I 0-- I POURED CONCRETE I�/•_. / SLID IF I `� ---__ ` I _- - ConL APPLIDW£ REOUlRED 7--- FLORIDA EDCEp II - S A—LAOC4WND. RF.OUIRm NGttElEI I(SEDT;scrfEDULE) nPvucAecEu POUREDCONCRETF ANCHORSCONCRETECONCRETE ANC/VR5(SEE SCHEDULE J — REOUIRm (SEE SCHEDULE I F.D..-JlnTURED CONCRETE NI �INTERIORLY REMOVABLE PALELOO W/ u CONCRETESECTION 1 1 A SECTION 11 B SIDE7"BOLTS AIM DEWL 2) (SEFscHm - FD CO TEDTO 6INR5/dCEILING & FLOOR MOUNTING INSTALLATIONS HOLES Ar 6 m 6 O.0/aFASTENEDSECTION 12A SECTION 12B N7FRIORLY REMOVABLE PAHELOAT AFAR W 7/8'a+J/J2'WlNC NUT SDEWALR BOLTS E DETNL 2) EERYsoEwnucBoil.SECTIONS 11 cDTEDIT 6T11RB5/aroscAE:J/e'- r CEILING & FLOOR MOUNTING INSTALLATIONS HO Ar 6 O 6'O.0&FAS VUfAT RDW W )/8 drJ%J2'IttNG NurIII-2W 1'SS SOEWAN-BOLLS SECTIONS 12 LYERYSDEWAiI.'ear. .1875• W/J/�•910TTFDWAD.FLIEDIp�rJSfi1t.E:JIB•7/6'r T J/J2' ROpv1&[j6•ooF, �,,,,, i�►sre�WITH ANTERIORLY REMOVABLEP MELS S VALID FOR PANELS USED J�NTLY ` BUILDING CODE (Non High Velocity Hu one Zone) E.D.- EDGE DSTAHCE c"Is Tkf=,INC. 0.050"BERTHA ALUMINUM STORM PANEL r.R.L I (SEED seHETwtE nN t (2.25"DEEP) DRAWN BY. .1B75•_. I I sr/FEr Ta s 17) -•'� ^; rs r-. - - EASTERN METAL SUPPLY, INC DAM 1/6•h E O 6•a.C- J. �.L E C O I... C. 1264 WEST ROADS DRYS DJ/zy -.050" MUTE FOR COMBINATION OF SEC77ONSp�V.t 'L�,",�� �• WEST PnW Bt#eL iL 31407 DETAIL 2 - INSTALLATION OF I XIS �ti'." h .'�j` nL1l TEST NO h ENGINEERING COMPANY p1/OyG(561 09-e26J.FAX: 561 1 7716 r5��44 !LOOK/CE L NG MOUNTING SF.C770NS CAN BE 01'I�'�7 y N csv+:mm a m m rwtt a n ur F N ( 169- eFO£WALr BOLTS O REMOVABLE PANEL coMBTNED IN ANY ivAr To sufr ANY INSTALLATION. ',.,FS t+ `c j�; "'":rm>9TEe'�719 rw)m-IED �"°' '"„ .n o/uwu c"° SCALE I•-1• •ij r�I�IVfi�..C j1����, ROld�1A1 Hr67 ao nav SHEET 9 OF 11 MAx7x.^W ASD DRSIGN PRES5UM RATING (p.sf) AND CORRESPONDING MAZUEM ANCHOR FACING SCHOU E FOR IhMI"270NS IN CONCR_irPF. AND CONCRETR BLOCK STRUCTCTnFS � Nurra.uona sAlmic ror c¢.J r/7•. rmasat' Aeaue Maws aafo-aFA'534 6YIiC ntSN purr-4+ snv-sr 6+N�m r+uawres nuawrt Flus pro ss rwuw �%s wmW rA�n ,iii•aAmnauv rlTcnl s'(rt) "'O!A•7J m A w w m Aux m araatt m eaar m aroslr m aar ro cnomr MR— m m M RAN ro ovcaa MR— ro rncalr M— m a—r Mat— w oa�ualr m amx /2' N/A 12' WA N/A N/A 12' NIA WA IIIA N/A N/A 72• N/A 12- WA 12 WA 10(NV) 12' 4- 12' 10' WA N/A 12' 9' NIA WA WA N/A 12' 8 12' 7 r/2' 12' 6' HOA morro) f2• N/A J2' Y N/A WA 12' 6 1/Y WA N/A WA N/A 12' 6' 1. 5 I/2' 12' 4- 108(00n0N) 11 1I2' WA 72' ,WA WA WA 12' WA WA NIA WA NIA I?' WA 12' WA 12' WA 71(TM) I&L5._0,5 8 1/2' WA 12' NIA N/A WA 7 7/2' WA WA NIA NIA MIA 11 I/2' WA 11' WA 9 1/2' WA fIA(BOTTOU) 9-0'OR LL55 WA MIA NIA NIA NIA WA -NIA WA WA NIA NIA NIA J' N/A J. MIA J. NIA fig(BOr10N) II I/2' WA 72' N/A NIA .Y/A 12' NIA NIA WA N/A N/A 12' N/A 77' WA 12' NIA i](ICN) f2' WA WA WA %1/2 N/A WA NIA N/A WA 1I 1/2' WA II' N/A 9 1/2' WA J2A(ID077g1) N/A WA N/A N/A J' WA WA WA N/A N/A 4' N/A {' WA 1' N/A 778(BOTICtlI) E. D. _£OCE DISTANCE �N(,HOB3�EFE_ND REWCE A SP Ur MULMYINVAW M4c SPAa1 NG sL�OrrANCE FOR X ar DICE55 NO RILLO rNc FACTORS •• LIMITED TO 5'-4" MAX. SPAN. 'CH AACIIOR RPE ANCHOR (NOTE Ya.E D.fOR O y-w ANCYAMS 6 2 i/27 SPA=X FTw 7H5 OP fAA77OV 70 BE Po98(�RMLCO SPACM 061AM0 USING FACTOR SLWL NOT DE 1155 THAN AQFGfUV SPACLVO wOrGATED FOR FAC!AACHOR TYPE A7 ANChVRS LEOCWL ♦lD . /APCA14F ZAUAC NUMA 30' CF TN'-CHIP.P.WELYAI£OR PANEINwl£PIIS rACIOR ULK-w ?.5' CJIlN.L 0.,prq, TAFCON d' LUAC AABTN.CREW-n.LX S54 d' CALK-w SOLD•-SET rS IAP 4f0 kS lAHXJN PAVn AAW OR PANaMATF PLUS SOLD-S£T J5' J• - .86 .75 .78 I.OD CRETE nFx ss4 dB' 2 1/2' - .71 .50 - .80 rrEcutAR TAPCON IN BI.ocK 1.0' 2' - 1 I/2' 0.35 - ItEWIAR TAPCON OF CONQWr J.0' - - - i`iitii11:11111111i!YJ/ y`a`••'' ''• /T''. FLORIDA BUILDING CODE (Non High Velocl/y Hurricana Zone) 02015 TulFm•INC 0.050"BERTHA ALUMINUM STORM PANEL rim z r. (2.25"DEEP) OW—ert EASTERN METAL SUPPLY, INC 03124 15o1 o1 A T.- c= 1E: L: 1! ECO ANC. 4268 WEST ROADS DRAT �C�P,I ll a . A7wlLlJH+..rmr..a.sr.as YME.�N+um1G4 n aNm IPALN rc61 07 T TFSnc dENGINERNG CDYPANY PHONE-(WF TC9-B26LY.(AK:(561)841-1716 15-044 (JmM1®W06719(.1mJe71-1.111 ar:� oorsrul An DRAWING No ALIV?AAL T 41 rtli SHUT 10 or 14 I",2",.125•(T6- r -- —\ {••- - - —� ALUM. TUBE w/1/4 0 - `` UO SCREWS O 6.O.C. I r 4 o uc sCRE1YS o s' 114-0 LAG SCREWS o 6• W/1 1/2'MM THREADED I 1p'a uc SCREWS o r/s•/uc 1 1125 o o C. W 1 J Yin. O.G W/// 1/2'Nin PENETRATION TO OOSANG 1' 6'0.0 W/1 J/2'Yin. _THREADED PENE7FARON 70 / /a- ]HREiV7ID PENE/RA7NJN TO 6"O.C.W I l/2'N6n. 7NAFADID PENETRATION la W000 HIADCR. nIRFA0E0 pENETRATgN 10 LXSnNG WOOD HEADER. EXISntM.WOOD HFADfF. txLsnNG WOOU NF.10LR f EXL57fNO W900 HEADER. 1' O13D � - L ni 5oSaoonoasaaono'2 I 2I2J Con! :.; - Cont. Ac. 3 Cont Wi707 NrADERoMa NFi1Df77L.T I -.REOUiRSO RWEv naoFx I I ao mmE" l I I O W 11 MINMW I W s6PAIUD(Xl TO - I q'l I CLW — L Glass ALTERNATIVE 1 �r' �__1 7,-,.314 I ,)`– '– I I r J t /7lV n� / "RW'fN/RDIX �r+ 11761, 7FSCREWS I 1 11 6•D.C. I 1 TEx SCREWS a 6 0. I a asoo• I M✓UMW I I/r a-2o. r.'.:_ I d \ SCCA aTroN m - I —� d srARAT aN 70 Par W/ d I r� rAAst cuss I 7/D•s.J/J2" a /J2" EVERY SND O W/11;NUTC vIy 5011 I DOLT O, 4 J" ,SOD• I STUD a t2'Q l I �1 I 7/6'0{ 12'a c. 1� . 7/6"I x 3/J2y I / mur a WINO I WRY NUT o I Nur o E>fRY I I 12.0.G Eo j L✓ _ STUD a u o.G (� llaTs W/7/B . ._— _- �•Q D D J/J2'a NUrO 0 Cont O 4"O.G _ E71a t� o 1/4',_20 S.S D = T2'D G �._ ( .. EO it / o 7�"f. O 4' C. n 1 tK4.1S O 'IEC C. ID 7A Con! 1 W _ ate— R IF Cont. W/liv 8 YJASNER J 4'0 SAO SCREWS O it .' T.000• 10 cant ! 1':4'1425•(ERn) 6'D.C.w/1 1/z'Y�r. J 4 0 LAC'SCREWS O 6' 1',4'..125'(rr) 71IRCAOID PL7+E7R4WN 1 WOOD STUD -YS amn. TUBE(Con!) T 4 o uc SCREWS o s' o.G W/J J/2'Ar. 0 24 o C. ;.Sw• - -£ 606J-rs aWn 7USE(cone) ` o wrnWOw of wATz. Z" T'I •. O.C.W/1 1/2•Yn. 2"' I THREADED PENETRATION O RE aGn. (2) !/4"0 IAO SCNEWti O r "r, (2) 1/4'0 LAO SCREWS O - - Al, �/' THREADED PENETRATION a LUCRE f:< YTD'ATDTN OF PLATE. SACH SJUD(YIDW1D71T OF A EACH STUD(�APDlt7DIN Or \ 1 MIDIWDTH OF PUTS I - SryD.Z"A{n.NOYINB✓.)AND .._- STUD.2'Yin NYWWAI)AND W. W/2- 7HRE40ED PENFTF AVON W/2-Min THREADED PENEM70N ARO EXIS77NC SHO. .-INTO EXESRNG STUD ALTERNATIVE_2 ALTERNATIVE__- 4 ALTERNATIVE 5 ALTERNATIVE 6 ALTERNATIVE_7 WALL MOUNTING INSTALLATIONS INSTALLATION DETAILS ON I O SECTIONS A SCALE: 114•-1• EXISTING WOOD -.BUILDINGS f-�DY - 1 • SIVA-UWN 70- I - --------— — S�HL�tlltti'/.)/ DOSS �� t I E �i � fit.w ••LIC• -114'o-20.J/a __-ITS W/7/B NOTES.' 1zJ p, NUI O 1. INSTAL7AR0NS ARE ONLY VALID FOR MAA'.AS.O. DESIGN PRESSURE" i7' F / RANNG UP TO +65.0. -72.0 ps/AND PANEL'S LENGTHS UP TO 9'-0" 0 2. FOR WOOD FRAME CONSTRUCTION: WOOD MEMBERS 70 B£ ev :f v SoUTTICRN PINE No. 2 W/spwoc nENSBY Or 0.55 OR EQUAL Ste• GF 2} W - -.�cnnr. F. 1/4.MG SCREWS a 6 z' r rEll D.C.W/1 1/2•Aft FLORIDA BUILDING CODE (Non High VelocityHurricane Zone) THREADED PENETRATION O M/Dwlonr or PIAT[ e2016 ntTrcn,CVC 0.050-BERnIA ALUMINUM STORM PANEL rxL NOTE FOR COMB1NA710N Or SECl70NS IsALL MOUN17NG SECTIONS CAN BE COMBINED (2.25" DEEP) 03124'1S IN ANY WAY 70 SUfr ANY INSTALLATION. aT/27F- ALTERNATIVE 3 EASTERN METAL SUPPLY, INC wTE i L ECO 1 4266 WEST RG1a5 VMVE HEST PAIL 6E:tQ/.F4 33107 nLLr 7ESNNO a ENGWEERING COMPANY (567)8If-17I6 75-044 4)!f M�!Jtl.w Y sa.m Maw r.AalO1c n Jane PIIONL(6Gf)209-626J,FAX II.On�:(J9�TI-1110./u:[.1mb)I-1111 t DRAWAO No ®-6006719 WALTER A DUO✓r.PZ Of°Cris' A SHEET 11 OF 14 names D� Hf67 //4'm uc SCREWS O 1/41 m IAC SCREWS O 1/4-m LAG SCREWS O 6.0. 4'0.C.W/£NJElr/A2'u�. 4•D.c w/+ +/z•un. .-h G W 1 JOt/T(Y�Ycc WOOD EADED f14-0-20 ID TO�No WOOD nom—_ ITHREADED Da�c WOOD� IMF. PANELAUTE O/2- ' 0.G (N'nJ EXI571NC - ' B' Min. fXJ571NG ///111 I 1 Cont O 6'O.G O Q 1 OPEN POAIION WOOD DFAY REOUIRID. £ WOOD R)EOUIRER / •W/1 7/B-brr -'E 51RUCRlRAL ADEOId1CY S)RUCTU.211.AOE>7fNCY S B&W O I :Y MEWTION 1/4'm tAG SCREWS O OF Q7SMW WOOD BEAN or DOSTINC*000 DEAY yq1 12'a G W/ NUT Lr WASHER 6.0.G W/I t/2'I6h TO BE CEAIIFIID DT TO BC CERPr7ID BY 1'M' DIRDADEO PENET 77:W REGISTERED EXOINEER OR RECIST RED ENGINEER 0 TO DUSIINC WOOD ARCMTECr PRIOR 70 ARCHnECF PRIOR TD .2250 HEADER. SIM1Eft rN57ALlARON. SHUTTER INSrALLA770N. CONE. i 1 1 0.900 I _T_._ llrnl - 1 -.SO C-L /�_.�} ('"� -•+, i / YTn.I i 0 �'n. 3 9 I t/4•i-TO x Jl4' O I `/ W LJ-LJ • '' �0 HEADER REQUIREDI ^.e .• IY ono I DOL75 W/7/B x i-r I C-L m 1 1 3 [SUKRA HCAOER / WINGNUTU. /REpO 12-0.Y1NlNDM I N z WOOD HEADER I yMINIMUMI Qr B G 0.C.a 'I'MINIMUMSF.PAR�TO_._. m .�+ I HEONRID I _ SEPARATION TOSEP GESS70MINIMUM ^ ••__----11���--__-__- -r-- CL455 TIONlALTERNATIVE 8 Guess SEPR477ON TO 1,MINIUum i —_—_ A t— GLASS 1/4'0 RW BU20FX I t 4 i ti j �o COM. ,wNG > 1 TEx SCREWS O O'O.C. j `o r I I 2'O.G R I ` I�4'0-20 x 1 ���(� I ::•' - I - I * I WOOD DECK BOL75 w I i I I I *vWl DECX I _ B oR 9 RCDU9TID EO SCREWS 0 _ 7NYIG NUT 02 I +i EO I _ Cant T. I /T[p(RRED Con, EO I —" - - I / A6n I 9 i N00D 6.O.G W/f Yrn.Cont. I I 1/4•a-20 EEro per" ./ I \_ rrlREtOEn P£NE7RArR>.Y I I mok/lema!e �pypfU �I 7 O MIDW7Dn1 OF RAM- 0. AM -I elf NTE a I2' E 0.500' ALTERNATE PIA. 0.C.W/1 7/B' \ 1 '� 1 E r• y �- �r X20 x J!r LEC LCGAIION RID Nin.PENETRAWN a _ _ tel. r/4•m uc SCREIYS O -1/4.0 LAG SCREWS a DOCrs w/7/9 x 11 I MIDWDTII OF MATE Y'-- (UPEN POSMON•) 4"O.G W/T 112-1.. 4.O.G W/1 7/T'Yia. ,f/!2'WING NUl W009 SPUD j' _ -- bn. AREA ED FYNETRAPON. nlREADED PENEIRARON. .$12'O.G / n.-^ O 24'O.G T— REOUIRED 1/4.0-2o s.S.BOLTS o I I —O ALTERNATIVE 1 ALTERNATIVE 2 /2'O.G W/NUT&WASHER. J'MINIMUM I Q1 ._SI Cm' c L TO GLASS 7` 125 ) -5e • : ' CEILING & FLOOR MOUNTING INSTALLATIONSsoil a (T) I/4 m LAG scwEws a ALTERNATIVE f0 7/8- !/J2' EACH SND(UIDWOnI LY /I W7YG Nur a SECTIONS B scYE:1/4-- r- SRID,T•M'n.NRFAOEU EO / .�EA.57W NOM HAL)AND W/2'MLI. ALTERNATIVE 9 S�ETRATON Hlro EAsrwc Tor I ; •MOW sww rrr REMAIN CLOSED Al IIIW WALL MOUNTING INSTALLATIONS woDD • Ir HURIOCAHE Q7NLY7 ONS SECTIONS A scar; 1/4'- I REoun ED � ER POSR OH SECTION ® STUD TYP. TOP/BOTTOM N07E FOR COA181AI4770M OF S£CRONS: ALTERNATIVE I I FLOOR/WALL/CE7LINC MOUNDNO SEC71ONS CAN 8E COMBINED IN ANY WAY 70 SUIT ANY INSTALIAnON. INSTALLAT/0 � ' ' I,+; ,,ON EXISTING WOOD BUILDINGS `.-•.... ••• . /i''�� FLORIDA BUILDING CODE (Mon High Velocity Humcone Zone) L�\EN`SF ? 02013 Naw.Ra 0.050'BERTHA ALUMINUM STORM PANEL r:a.L NorEs gyp,4.4167 }� (2.25" DEEP) LmWrI Hy. 1. INSTALLAnONS RE ONLY VALID FOR AIAX.A.S.D. DESIGN PRESSURE _ � � Oi/24/ts R477NC UP TO +65.0, -72.0 PsT AND PANEL'S LENC7115 UP TO B•-0" - EASTERN METAL SUPPLY, INC a7L 1 L ECO .— 426e MESr RODS mw .L w6r rale 6FACfG FL l.NO7 2. FOR WOOD FRAME CONSTRUCTION:WOOD MEMBERS FO BE SOURIERN ��1�•/ �- �V,\�- 7R11T TCSrINC&ENGINEERING COYrANr p1fCNE•(66 j)209-W63.fax: 361)847-1716 I5-044 PINE No. 2, W/SPCCIFIC DENSIFY OF 0.55 OR EOUAL ^,f/� uN"r.�� ,. ; ....Ne.,rex sr..xE.wmxw eve�U4 a.orae ) l ,1 l I- 0.re.r(.HVINI-ran .v. n�>d ouc eN.r ae moi+ eat xLl*TNO No ��,F,'e�I'�•••, �`,-.\ Es -0-0006719 KXORrA[7 4/!67 r� rI-� SHEET 12 OF 14 '— .. 11110 LAO SCREn O 6' 0.0 W/1 112MIK 114-0,AO SCREWS ®6' rYNREACED PENEDtATfON 70 7/Z'M1K fX=NC W000 HEWER. :. / iHREi1DED PfNE7RA770N TO .250• / FJTr'17N0 WOOD HEADCR. .500' m— .250' .500''//'Mm2. T— + <�)Ca t. I r.. I 3 C-L - ' I +•. WOOD HEADER I I I REOVIRED I i WOOD HI FADER I d I RL'ONREDI _ll \\''// ..SEPARAAav I g 2 TO GLASS 50 Gt,4SSI I � DETArG z/Is� I 3 , 5/4' I 1 r r W I W 114-0-20 S.S. Lex rNc I1/t-0-20 5.s i je S W/ I A w/ WNO NUf Y/8 7/e a x 01J/aY ® i ur e u'o.C. I 1z'ea tour a a a r nnr 1 11I !4'e LAG SCREWS 1 4'd LAG SCREWS a 6- {J. 6'O.C.W/1 27132- C W/1 112' W. N'n.PENEMWN O r THREADED PENETRATION 0 , MIDWIDTN OE PIAM .: 1"+I'P!A M1ON70IH OF PlATF 2'x 4'PLA REOU/RED REWRED Ij rNrERIORLY RZWOVADLE PANEL 01 W/-- I . A00e1,X(i0GlS�E OE/A2 1) .II COwE(��iED TO 6 WW 5/6"a AA�TW/%aftJ1Jz•KING Nz�r `` ��VIA 11 ALTERNATIVE 12A* ALTERNATIVE 128. A Eti2Rr ADEwAur EfOcr. `` v'•' E '%• 'VICh', ,v WALL A(OUNnW INSTALLATIONS >ti AT� SECTIONS 12 *VALID FOR Max. +63.5, --63.5s/. SCALE: 114' f" AS DESIGN PRESSURE R477NG. �:';��alOP .•';eF% INSTALLATIONS VALID FOR PANELS a) USED JOINTLY WITH INTERIORLY REMOVABLE PANELS n INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FLORIDA BUILDING CODE (Non HI h Velocity Hurricane zone) 02015 TI rOO,INC. 0.050" BERTHA ALUMINUM STORM PANEL r.R.L. (2.25"DEEP) rRAWN en 05114/15 EASTERN METAL SUPPLY, INC U47£ ILECOm'TRpIDSORrE nwr Tmvty;a ENOINEERwG COMPANY WEST PALM MMR M407 15-044 Wka aM Ja Y Ste..>�+srmw ctao4 n=I. Pka:Er(561)209-e26.;FAX(561)947-1718 nax":(.snblr-r3ID.rar:6rorb)1-Ivr ar. DUD.au DRAWING Xo Ee-21006719 wKIER A.VWr Jr.P. SHUT li Or!s RORzw fit. 44167 //.b S.S.LAO SCREW h 114-0 S.S LAC SCREW O o'O.G w/r ,/Z'YIN. RF— J -1-ALTERNATAIELY, TRACK Q MAY BE ATTACHED O?'O.G W/1 1/2' 00 7NRFAOID PENETRAnoNTO HOLLOW CEILING AS PER DETAILS SHOWN 7NRFADFD I'fNE7RAnON ` 4'Ir 8"OZh)E,17MM— ON ALTERNATNE 9A. SHfET 1J. _.4'r e'(k)ORED. _E HOOD OFAY REOUIREV _ V R60A OF DaSWI WGOO OF UCnARL WOOD r/ab S.S.!Ac SCREW- OEAY ro BE CFRnnm r/4'0 S.s.(AC SCREW-- VY TO GE �E ID. O 4'O.G W/I ,/z•NW. BY��DyCNM O.•o.c.w/J J/2'f .. OR ARCi1TECT PRIOR EIG EO OR ARCHIIWr PRIOR r TilREADED PENETRATfON 711RFADID PENt7RanON R7 SHUTTER DWAL(AWN.\+) 7D SUMER lNSTAUA770N. -I- i .24' 10.25' _J0.23" 0.7S' _ _ - . I cot o I car. SEE sCHIDUtE I -(� C ser SCHEDULE I 1 'ti sa SCIEDUIE _ FOR Y;n. I �J $ CLAcs�1'"O roR m. _ I t SEF SCHEDULE I < �R MR u.. I t TO GLASS M CLASSArs1�Nc FOR Y;". I t ro GLASS 1 " - TO CLASS I O " u -- DEIN 21 I o I t J/4. �- 1- I t a I I ° ID pFIALL 2 I 1 7/8' J132 0r 3132' y�g © S IIXtN7 A� STuwwc Nur vr 7/8"I r J/ 2 7ttGDJ2 wNNO EVERY SD n.C.SUD ndUr 2 0.C. O,2O.C. 12'D. o 12 AL 10 '1o / ALn.7suTE 1 LEc LouroNl corer. 1- CnL 7� ■ I �LEc Loanonr 1.r25' _ *WD - _ - n1o0'0`O£tx ---y—=�`-- — 2w10D DECK --''- z•r a- _ _ DEC/C �_-__ -_ _1___-'-�r'raman � _—_ r• '_ __._ aEnlrAm _._ atwracD �!.- RENAVID nan -- - -- -- INTERIORLY MWOVAeIE PNIEL 1 W INTERIORLY RE710VABLE PAITELO7 W/ / SIDEWAU(BCLTs,(�EE oE7Au z)_ - r/4.0 LAO scRfl{5 O z'u.c. 1/4'D NC SCREWS O 4'O.C• 1/4TAG SCREWS O z'O.L'.- SrDEWALx DOLrsfscc DErArL 2) CONN TO,I TNHU 5/810 w/1 1/2'MM mRFADFD POVEIRA101 W// 1/2'Y/N. THREADED PENEIRAnON W/1 1/2'MIN NRCAVE0 PENELNAnON CONNEG7C0/0 C7�THNU 3/8'0 I/+9 (AO SCREWS O 4'O.C. HOLES Ar 7 b 6'0.0 k FASTENED fIOLES A7 7 D 6'O.0 fASTENID W/7 1/2'M. niRCADLD PENE7RAl10fI AT NEAR W 7/8[rJ/J2'WING NUT AT RFiW W 7/B'0rJ/J1'WING NUT b EVERY SIDEWALK nOLi. O EYFRY 510EWAIx BOLT. ALTERNATIVE 13A ALTERNATIVE 138 ALTERNATIVE 14A ALTERNATIVE 148 CEILING It FLOOR MOUNANG /NSTALLATlONS CEILING FLOOR MOUNTING IN 7ALLaTIONS SECTIONS 13 SECTIONS-14 SCALESCALE •fa75' r 1/."-T'b,"SS 9DEY'Nx Liam 6 {Y/.1/o"StOT,FD 11CM,rYED M[lbOfaY ,: AM KEY NDE 0 6'O.G t ST,/��( I-c`: W/1/1'-20 Wff Ar arw. NOTE FOR COMLnNA710N OF SECnONS: j�T(/' -'_�� I7tLOWIB�'E '. a0OR/CE-IG MOUNRNG SECnONS CAN BE INSTALLATION DETAILS ON EXISTING WOOD BUILDINf;3 .. I COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. iltit I _ FLORIDA BUILDING CODE (Non Nigh Velocity Hu one Zone) I I NOTES o20rs ntTeco.,N_ 0.050" BERTHA ALUMINUM STORM PANEL F.R.L. I i 1. INSTALLARONS ARE ONLY VALID FOR AS.D. DESIGN PRESSURE RATING (2.25"DEEP) ORAMN DY' UP TO+65.0. -65.0 pGf AND PANEL'S LENCnis UP TO 9'-0. 07/24/15 2...vE o a•ar r/+ EASTERN METAL SUPPLY, INC DATE: - O 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO 6E SOURi£RN I� E C C I N C. Izae wLSr rma,s DRr E PINE No. 2, W/SPECInC DENS17Y OF 0.55 OR EQUAL. nu/T TESTM A ENGINEERING r.DYPAHY noNe xIs'T na7r D<Aan. 61 07 ATION OF 1f4ir1AN r_r71a 15-044 DETA/C 2 - INSTALL ' a.7n Wmw cWmRLc,.i1,ro (sar)zDv-d2FJ FAz:(5al)s4 a °RA" D L°SIDEWALK BOLTS O REMOVABLE PANEL EB-OD0a179 AR A,'Ill P.G SFET N u I4S4E:I'-1' W . h1 o e 1 1nal Re• 1 BCIS Home I Login I User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map i Links Search I Florida a Product Approval {rteIUSER:Public User Product Approval Menu>Product or Application Search>Application Lis[>Application Detail FL# FL389-R8 Application Type Revision RECEIVED Code Version 2014 ((�� Application Status Approved AUG 3 1 20V Comments PERMITTING Archived ❑ St. Lucie County,FL Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer O Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A..Tillit,Jr. P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By John W. Knezevich,PE I] Validation Checklist-Hardcopy Received Certificate of Independence FL389 R8 COI HV ACCORDION CI NONHVHZ.pdf Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/29/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/07/2015 Date Approved 06/22/2015 Summary of Products FL# Model,Number or Name Description 389.1 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks Blade 3-(Non-HVHZ)-Drwg 15- (top and bottom)for storm protection 086 Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R8 II A.S.S.A.INC. DRWG.15-086.Ddf Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Large Missile Level"D".Max span is 12'-7"for 35 psf FL389 R8 AE A.S.S.A.INC. P.E.R. DRWG.15-086.Ddf positive ASD load and 13'-0"for 35 psf negative ASD load Created by Independent Third Party:Yes the HV3 blade w/o window blade,5'-2"for 110 psf ASD load for HV3 blade w/o window blade and 8'-11"for 62 psf,9'-6" for 55 psf HV3 blade w/window blade working in unison.Max.span for HV3 blade w/o window blade for installations into Metal Stud walls is 79"for max.ASD pressure rating of+72,-72 and 84"for+64,-64 psf.See sheet 5 for other spans and ASD pressures. 389.2 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks 1 Only-(Non-HVHZ)-Drwg 15-085 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R8 II A.S.S.A.INC. DRWG.15-085.Ddf Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:Large missile level"D".Max. Span is 16'-0"for 30 FL389 R8 AE A.S.S.A.INC. P.E.R. DRWG. 15-085 HV.Ddf p.s.f negative ASD load depending on centermates and Created by Independent Third Party:Yes locking rod configuration for the HV1 blade,8'-0"for+64,- 72 p.s.f.load for HV blade for Keystone mountings 7'-0"for +75,-75 p.s.f.for metals stud mountings and 8'-0"for 110 p.s.f.for HV1 and HV1A working in unison.See sheets 7, 11 and 20 respectively of installation drawings for other spans and pressures. 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks COMBO-(Non-HVHZ)-Drwg 15-084 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R8 II A.S.S.A.INC. DRWG.15-084.Ddf Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:Large missile. Max. 16'-0"span at 30 p.s.f ASD load FL389 R8 AE A.S.S.A. INC. P.E.R. DRWG.15-084.Ddf for Blade 1 and 18'-0"for Blade 2.See schedules on sheet Created by Independent Third Party:Yes 12,25 and 28 respectively Back Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: ® ®® __ M Credit Card Safe GENERAL. NOTES: 1.BERTHA H.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.)HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2014 (511h EDITION)OF THE FLORIDA BUILDING CODE THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. TABLE DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE,FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL TABLE OF CONTENTS BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd-0.85,USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM(A.S.D.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19&20. IN ORDER TO VERIFY THE ABOVE CONDITION.ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 STALL BE FIRST REDUCED TO AS.D.DESIGN WIND LOADS - AREA 1: w BLADES(TD dt HLA BY MULTIPLYING THEM BY D.6 IN ORDER TO COMPARE THESE W/.MAX(ASD)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19&20. GENERAL NOTES SHEEP 1 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.,AS TESTED.WERE NOT OVER STRESSED.A 33 X INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS MI USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER,A WIND DURATION FACTOR CO=1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA N.V.ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WINO AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WTTH SECTION 1609.1.2 OF TIRE ABOVE MENTIONED CODE AS PER TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 ATL REPORTS: TYPICAL WINDOW BLADE&WINDOW DETAIL -HV DUDE(D 80214.01-03,/0715.01-03.01004.01-05,01214.01-05,80317.02-06.10609.01-10 AND 10210.01-11 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASM E-1686 AREA 2, HV BLADE(1)AND HV WINDOW BLADE hAl AND E-1996 STANDARDS(MISSILE LEVEL D.WIND ZONES 1.2&3)&01220.01-10 AS PER TAS 201.203&203 PROTOCOLS URGE MISSILE WHERE ARPLIA.BLE) -HV WINDOW BLADE ®10505.01-08 AS PER ASTM E-1886 AND E-1996(MISSILE LEVEL D,WIND ZONES 1.2.3)BASIC PROTECTION ONLY AND 1 0725.01-88 AS PER TAS 202 PROTOCOL TYPICAL SHUTTER ELEVATION &NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F,CONCRETE/BLOCK SHEET 6 2.HV BLADE 0AND HV WINDOW BLADE Q ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-M,CONCRETE/BLOCK SHEET 7 3.BERTHA H.V.ACCORDION PINS(HV SCREWS),USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE 014x2.75'AND 114:1.75'RESPECTIVELY,410-HT MINIMUM SERIES CENTERMATE DETAILS W SHEEr 8 STAINLESS STEEL SCREWS WITH 135.0 ksi YIELD STRENGTH AND 180 WE TENSILE STRENGTH.PINS STALL BE COATED WITH BERTHA HV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED CENTERMATE ALTERNATING DETAILS HV SHEET 9 COATING APPLICATORS, REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE HV MARKING ON THEIR HEAD. 4.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3.MINIMUM YIELD STRENGTH FOR 6063-T6 ALLOY IS 30.0 kei AND 35.7 k.1 FOR END CONNECTION DETAILS 1-6,CONCRETE/BLOCK SHEET 10 6005-TS ALLOY. MAXIMUM SPAN TABLES SHEEP 11 ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 12 5.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 A1SI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 kei MIN.YIELD STRENGTH AND 90 ksi MIN.TENSILE STRENGTH. ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 13 AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 14 6.BOLLS To BE ASM A-307 GALVANIZED STEEL.OR AISI 304 OR 316 SERIES STAINLESS STEEL.WITH 35 k3i MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE-WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE Q: 12.13,14.15 AND 20 INSTALLATION DETAILS M-R,WOOD SHEET 16 FN BLADE(D&0 WORKING IN UNISON: 12. 13& 15 INSTALLATION DETAILS S-X.WOOD SHEET 17 END CONNECTION DETAILS 7-12 & X.WOOD SHEET 18 S.THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM BEARS A U.S.PATENT 16'779,582.COMPONENTS OF THUS APPROVAL ARE COVERED,IN WHOLE OR IN PART BY U.S.PATENT 15.458.179 ISSUED TO EASTERN METAL SUPPLY.INC. AREA 3: HV WINDOW BLADE R.ONLY S. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE CONTRACTOR TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN.THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. TYPICAL SHUNTER ELEVATION SHEET 19 10.EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE DURING PERIODS OF HURRICANE WARNINGS HOME OWNER.TENANT.OR OTHERS,MUST PROPERLY CLOSE ALL HN AND HD 4• HV WINDOW BLADE n ONLY CENTERMAIES AND ENGAGE OR LOCK ALL HV AND HD LOCKS. AREA 11.SHUTTER MANUFACTUREYS LIBEL SHALL BE LOCATED ON A READILY V19BLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1710.8.3 OF FLORIDA BUILDING CODE ONE LABEL SHALL BE INSTALLATION DETAILS, METAL STUD WALLS SHEET 20 PLACED FOR EVERY OPENING.LABELING TO COMPLY WITH SECTION 1710.8.2 OF THE FLORIDA BUILDING CODE. M BERTHA H.V.ACCORDION SHUTTER SYSiEN'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED 70. 13.(a)THIS P.E.D.PREPARED BY THIS ENGINEER IS GENERIC AND DOES 140T PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT;i.e.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION.PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT.BASED ON THIS P.E.D.•PROVIDED HE/SHE OOHS NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. OBTAIN PERMITS IN THE STATE OF FLORIDA (c)THIS P.E.D.WILL BE CONSIDERED INVALID IF ALTERED TTY ANY MEANS. (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(E.O.R.)FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D.ENGINEER OF RECORD.ACTING AS A DELEGATED ENGINEER TO THE P.E.O.ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e)ORIGINAL RED. SHALL BEM THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. 1I111T FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone CZE¢ •TI('''% ®2015 EASTERN METAL SUPPLY.INC. �P (`t BERTHA H TM ��ce� Accordion Shutter System ,tr0. -c I L E C O I N c. ■ ■ ■ ■ TLV.RAX#1 W/OR W/O FW.WNIM QME American Shaffer Systems 2pol H DATE DRAWN Ln: AL OF TINT TESTING & ENGINEERING COMPANY Association. Inc. I OLD 11-192 4/13/16 DAIE: 4/13/15 i F LIS N.W.36W.SI.,St..305.VIR NIA GMDENS,FLCRVA 3316 .y IT-:(305)671-1530.Fox:(305)671-1531 4268 Westroods Drive 2 DRAWING No R$'�i••., •'Cy4c. a-mal:bT'.ec ..I.- West Palm Beach. FL 33407 3 %.;10NAL E�G�.�`` ` WALTER A LUTIJr.P.1- 4 15-085 '�"1 1%0% ` FLORIDA Lic.1 44167 5 SHEET P.E. SEA(.7mrMRE/DATE e 1 OF 20 ' -a•.FDR meman eecu,,oE® u6 VARIES 1918' 1-h91- m 0.2� u� fL • 0454',6' o o 1.DO' 4.}71 54. I 4.365- m 4.957- 4.999• 1�HV SOLID BLADE �HV UNIVERSAL FLOATER 375 m ��• OS HV 90•/180• STARTER COVERED UNDER US PATENT $ 5458179 ^ QUALIFIED FOR USE W/ QUALIFIED FOR USE W/ HV BLADED '4' - HV BLADE 01 1j A HV WINDOW BLADES 6005-T5 ALLOY AND TEMPER QUALIFIED FOR USE W HV 6063-T6 ALLOY AND TEMPER -SEE LIMITATIONS OF USE OF BLADE ®ON SHEET 19 BLADE Q .37 6063-T6 ALLOY AND TEMPER _x,__3.22§�_ 1. 0' 6063-I6 ALLOY AHU TEMPER 124• .085" =1-ic ¢70' _-4 _670- 3.!156* '•' ? .994' L66J.000" .970" t* 226' ci 72 -$0 642 - o nL d iy� y $ .815' 07 HV ADJ. ADAPTER W/LIP 4.43e' 12 ' 1.375' � 920 o.o7z' 3.226 0 QUALIFIED FOR USE W/ HV �8J HV WALK-OVER TRACK ©HV ADJ. FLOOR TRACK 8L1DE QUALIFIED FOR UAE w/ Hv 90 HV TRENCH TRACK 55' also' 6063-T6 ALLOY AND TEMPER BLADE 1 QUALIFIED FOR USE W/ IN QUALIFIED FOR USE W/ tIV 6063-T6 ALLOY A D TEMPER BLADE 0 ONLY. HV RAINGUARD BLADE(1) 6063-T6 ALLOY AND TEMPER QUALIFIED FOR q-E W/ HV 6063-T6 ALLOY AND TEMPER 4VAR1.1 "1 1.9¢6'_ BLADE 1 VARIES6063-T6 ALLOY A D TEMPER 1.91pIF 83' m_ .093•`�I 60670 6701.688• 870 -^ 3.529• 2 670 r• 11 HV CEILING HEADER 1 HV HEAD/ER�$ILL 13 HD CEILING HEADERISILL Q LIFIED FOR USE W/ HV BLADE(1)ONLY, QUAUFIE FO6063-T6SE W HV LADER1 ONLY QUALIFIED FOR USE W/ HV BLADE 1�` 14 HD WALL HEADER/SILL SEE SECTIONS FOR VALIDITY-- SEE SECTIONS FOR VALIDITY. QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADE(DONLY 6063-T6 AL-LOY AND TEMPER >L T COMPONENT A 6 T1 T2 % Y t MN.XMNYhQ1t t 2' 1 2' 0.125' 2- 5-MAX. 1/8' 1/8' 18 2' 5'MAX. 0.192' 0.192' _ 1� SIDE ANGLES 9 ---- I-`- 21 CORNER POST r S QUALIFIED FOR USE W/ ITV ALUMINUM ANGLES 1s 2.5- MAX. 0.190• 0.190' BLADED QUALIFIED FQR USE W/ HV __ �__ OUALIFIED8LADDEOR USE W/ HV 6063-i6 ALLOY AND TEMPER BLADE U1 ONLY. e 2' S'MA%.�0.139, O.t31' 6063-T6 ALLOY AND TEMPER 6063-16 ALLOY AND TEMPER FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone Tit(�7'��i, (CJ 2015 EASTERN METAL SUPPLY, INC. �..• T��- BERTHA HVTM �CENSF L ECO �N�. ■ ■ ■ A S S A Accordion Shutter System ■ KV.MADE#t w/CR w/o N.v, wINDL7ry MADE American Shutter Systems EV.N DESCRIPTION -DAR DRAWN BY: M.L. TIWT TESTING & ENGINEERING COMPANY 6355 N.W.360h.SL,Ste.3t/s.eRGMA COMS.naRM 371 Association, Inc. , OlD 11-192 4/13/15 DATE: 4/1'3/15 Phone (305)e71-1530.r- (3x5)871-1531 4268 Weslroods Drive 2 DRAWING No FLORXDt. `�` e- 61:b1t�v.. West Palm Beach, FL 33407 3 15-085 `SSI N A`-` � WALTER A T1LLR Jr.P.E. 4 P.E. � 1�FdGitYlS �RE/GATE FLORIDA uc.144167 5 _. SHEET 6 2, OF 20 4.660' .9 0' 1/1'-20r1/' 1/4-20 -DIE CAST 4.576- _ 745' 2.293' _ -- a.336' MY IQAD 7KRFAMD HOUSING Ewma. t 4•_p _�29J• .745- _-_ S.S.U.S. OWED PNNRD 1�rFDEO IE CAST (2 TYrJ m HOU9N0 EH VR MKED PANTCD GRESS TURN r _ • w n 'm� m KNOB.� A75, c7_325 O• .319 BRASS CYUNDER ERASS CMWt 0.2�i' 0.454. i '" -? . a &KEY](OMME (l]DiDYE PLATED) PLATED) 21 HV CENTERMATE �� 's, o, ga 1.325 $ ® HV LOCK ® HV EGRESS LOCK QUALIFlED FOR USE W/ HV BADED&L ®ONLY (0 0 CE TE S 3.023' B75 QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER QUA LEO FOR USE W/ HV BLADE Q & ONLY V V - BLADE(D& ®ONLY. SLADE( &©ONLY. 6063-76 ALLOY AND TEMPER HV CORNER CENTERMATE f250' 0 ALIFIED FOR USE W/ HV BIADEt;DONLY OD. ta' 1B- .A7a' 6063-T6 ALLOY AND TEMPER PLASTIC HEAD o 1.756' 922-1 4,045' 2- MOL SED EW n _ IN 2.07 '•�1as= � 1 Q' .360'AFEER RIVETING t 000; 061 0' P ^ �; Gs. o n 1/4"0-20 x 3/4" row n S.S. THUMBSCREW 114"0-20 RIVNUT• m *SEWES 9444 ALUMHUM(2024-T3 ALOY)LARGE FLANGE TM _T I;,7y___.__4 - I__z]¢C •� m P' 022• CHERRY TEXTORN.PAMPPDN.NEW JERSEYMANUFACTURED A 054 OREOWL h PLA O " FNT ELEVATION HV MALE "T" LOCK CENTERMATE 4.566' _ _ LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/ FIV BLADE goNLY HV FEMALE "T" LOCK CENTERMATE HV T. LOCK ® HV ALTERNATIVE LOCK 6063-T6 ALLOY AND TEMPER QUAL RED FOR USE QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV BLADE 1@ONLY QUALIFIED FOR USE LO HV BLADE ON W/HV BLADE�1 ONLY. BI1+DE iQONIY. 6063-T6 ALLOY AND TEMPERR'' 6063-T6 ALLOY AND TEMPER 1.917n 1- 917_•, - 3.181 ------ • ( eo I i0 432 D _�-THUMBTURN f • ��� ,g4-IC HCYUNDER .214' - . .214 .545•. KEY0.875'MID. n n m 1 .125'NOK. HD E O �i`1�, C E CIG 0 oD o o r QUALIFIED FOR USE W/ HV BLADE 1 & A QUALIFIED FOR USE W/ HV BLADE 1)& A HD CENTERMATE'S INSERT 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV BLADEv& 1 _ VARIES. 12'MIN. 1AND TEMPER t/4'0-20 s9.Ott]/E'r-t6 .130' 6063-I6 ALLOY - THUMIURN CCETAL 71DDIBSf1tEYiS. tl/2' _. CYUNDER (SEE OCTMS) DO OR KEY CYLINDER ® LOCKING RODS t/a'm ® HD LOCK QUALIFIED FOR USE W/ FIV BLADE Q7 (� 375'a {{{{{{������ 6063-T6 ALLOY AND TEMPER 6 3/8"�-16 ACETAL HV 1/4" 0-20 AISI 304 w REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK DOLT LOCK. Q ,/INSTALLATION WILL REQUIRE A 7/16' HOLE THUMBSCREWS TRIES S S THUMBSCREWS QUALIFlED FOR USE W/ HV BLADE 1(J& IA DRILLED AT TRACKS FOR PROPER EMBEDMENT QUALIFIED FQLj%%UWHWJ#tjjV BLADE Q1 QUALIFIED FOR USE W/ HV BLADE(1 FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone - ����� •.� �i,� ®2015 GASfERN MEfA1.SUPPLY,INC. ,�'Q�.•�\�ENSF'J���'-,:_ /- IILIEC BSA HVTM A■S■SAAccordion Shutter System OINC. W/ H.V.WMAD American Shutter Systems tEv.k DESCfd"DN DATE DRAWN BY: W.L. � 1!l •LL TILLIT TESTING & ENGINEERING COMPANY Si l\V A$$oeTatierlr Inc. t OLD 11-192 4/13/15 IUTC 4/13/15 �i A'• P `` DS56 H.W.35ID.SL.SN.305,WRWYA GMOENS,11.011873316( - --- Ph—:(305)871-1530.rm :(305)671-1531 4268 Westroads Drive 2 DRAWING No �i� FF'••....•••'�� -.gra:wt-9-1 West Palm Beach. FL 33407 3 _- '7j.,,,sSIDNA�'"A�```` W&7M A.iT61071A J,.P.E. ` - --- 15-085 /MI11111111t1Et FLORIDA lie.S 44167 6 SHEET P.E. SEAL/SIGNATURE/DATE 6 3 OF 20 SHUTTER ASSEMBLY SCHEDULE FOR HV HV 3/8"0 1T MIN. LECE 41 40 1 TOB DE O HV BLADE 1 ® HV BLADE lA IHV WINDOW BLADE A825' .0625' uE�x_x A675 1 C:/ a .1875' Y ® BLADE'S 'I9` HV LONG RECESSED NYLON BUSHING I AoV �,' m OPENM 0625-I D.as25' _ v N (TVP) -Ir 39 ® HV SHORT RECESSED NYLON BUSHING R1.750 ® ^HV NYLON HAT WASHER --'�� O OR (9 ,I rc " i i -Mopes Rnw I0 a /➢/ 3 50' 7 ® HV WHEEL CARRIAGE AISI 302-303 SERIES I I LL .49 1"� aol�o' X 0.870"x3/I6" THICK NYLON WHEEL. n 2 7/8'MIN. / HV WINDOW 0.188'0 AISI 302 SERIES S.S. RIVETS ----�1---I-. ---I--131ti m CLEAR 1 03' 03.7500' _ BETWEEN .0625' t j BLADE _ 0625' ® HV 1 3/4" ACCORDION PIN W/ #8 HEAD * EXTERIOR _ L J 'II OPENINGS oN c3iERs:.° r-r j -.._j-� .. � .7500' HV l 3/4" ACCORDION PIN W/ ♦jj8 HEAD * /4' _ j - .�._..-._ I 41 475' CLEAR ® POLYCARBONATE IMPACT RESISTANT HV WINDOW i �L� I BETwFsn TYPICAL HV WINDOW BLADE (11A AND POLYCARBONATE HV WINDOW DETAIL OOR ® I 4 or ® - 3 I Nas. ® (SEE NOTE FOR I I I I -_ - ----VEE. OOR ® I - �c POLYCARBONAT�IMPACT RESISTANT HV WINDOW BAYER MAKROLON 3103 POLYCARBONATE N. RESINS, UV-STABIUZED GRADE OR SABIC 'I Y _i it ATO BLADE B M INNOVATIVE PLASTIC LEXAN 103 RESIN PIN EXTERIOR B[ADIE KNUCKLE FOR -� I (SEE NOTE 'F' ON SHEEP 19). ,�EOUIREMENM AT 00 wo)Hy1 ( i l I Q OR (D n1w o (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR I'i .POLYCARBONATE SOURCES FDR 44 BOTTOM KNUCKLES Of FIV ACCORDION SYSTEM W/ HV 1O OR I ' j EXTERIOR HV 1 BLADE. rmiT _ TYPICAL SHUTTER ASSEMBLY TrPrx ,� stNmA® N.T.S. HV PIN O2 OR 43 AT REFEREME (2) FIV PIN ® MAY BE USED IN UEU OF (9 AND ONLY AT E. OR BLADE'S KNUCKLE. 1'�D9rd1: EXTERIOR BO'fiOM KNUCKLES OF FIV ACCORDION SYSTEM W/ HV 0 P-0.324 3 (SEE NOTE x FOR SPEC wWTM ASTM 0792 oD43 lb/ 0,043 Ib/kt BLADE WHEN CORRESPONDING TO INSTALLATION "ll", SHEET 7. 048 REQUIREMENTS) o I I I TENSRE 11¢0 STIMICIN /fin DM 9.400 9.xi. 9.500 P.,.L tYf- rLFJ U1 STRENCM AT YIELD ASTM D790 11,500 P.L 1},400 vol (3) HV PIN ®OR ©W/ 1/2" O.D. 1/16" THICK S.S. WASHER % ! !ii EIEx mAl lgpin Asn DT90 34a°DD o". w.Do9 P.L SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. a> 2 II I!I �r O ./ "gum ROD AM DM 18 rr-ib! 17"-E! SHEET 0Ap WHEEL CARRIAGE DETAIL SADNE F SUR ASTM MQ` 47.1 s C-1 K SS p•,s. ASSEMBLY LAYOUT PATE a sD amw 7STM D6}s c-I aSs c-1 LTAss N.I.S. SELF IGNITION Asn 01919 1040 T 980 F aFe1t>E>3dp: AsrM c1ss TENSILE SM04MB AETai MCAT ASTM 0. 9}01 pti. 8910 PSJ. (1) HV BLADE SOLID & HV WINDOW BLADE DETAILS I tDME--—0 -- 8- Ps 9880— N.T.S. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 0,0 2015 EASTERN METAL SUPPLY,INC. BERTHA HVTM =� IL E C O �1MC. A■S■&A Accordion Shutter System H.V.BLADE#1 W/OR W/O KV.WINDOW BLADE _c American Shutter Systems EV. DESCRIPTION DATE ..DRAWN BY, M.L. TILLIT TESTING k ENGINEERING COMPANY AT) OF r>E� 8355 M.M.}6I 5l STe 305,Y3GHA C"mENS RDRM S}IB Association, Inc. 1 OLD 11-192 4/13/15!QATE-. 4/13/15e:(305)871-1530.Fox:(305)871-1531 4268 Weslroads Drive 2 WINC NoWest Palm Beach, FL. 33407 3 5-085WALTER A°TtU_rTTJr.P.E 4FLORIDA Lie.9 44167 5 ET P.E. S`L�/!N/T31a1 �11RE/DATE 6 4 OF 20 a 4 ((,a• __ L©• °" {D' *NOTES ON HV LOCKS AND CENTERMATES: A B tc 0 E.g•�m Y N S T U _6� � `1• 5 � 1.MANDMRY CONDITION ite ONE HV LOCK 20 or®SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN ^l7 OR 12'ABOVE OR-8 OW 62 OF SHUTTER SPAN FOR SPANS UP TO 105",AND FOR INS T TIONS T ANY ELEVATION. HV LOCK or MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED T0�OR 4 CENTERMATES W/(2) 1/4'0-20 x 1/2"LONG FLAT HEAD S.S.M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON Oa �� TYPICAL SHUTTER ELEVATION. o04 2. E IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV 16„ LOCKS R�, .�OR Q§ MAY 8E USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES ® OR SHALL BE AS INDICATED ON NOTE (1)ABOVE LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 0B-MVD_ X - 3. II -� 2 CONDITION 11 QB #2 IS USED H.V. LOCKS): LOCKING RODS( ARE NOT REQUIRED AT URRICANE POSITION, BUT MAY 4 5 f-3-0. 4® ® BE USED IF DESIRED TO ENHANCE SHUTTER PERFORMANCE LOCKING RODS Qj OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). QW� 4.MANDATORY CONDITION•2:ONE W LOCK 0 0 SFWl BE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.HV LOCK)or SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, W ATTACHED TO -4 CORNER CENTERMATE W/(2) 1/4 0-20 x 1/2'LONG FLAT HEAD S.S.M.S.TWO LOCKING RODS AT TOP do BOTTOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12AITERNATE TO MAN . 3 0 5it4�'bg °,nif 5. • ONE ALTERNATE FN LOCK LU MAY SE USED M LIEU OF HV LOCK or FOR ANY SPAN AND RIMAK AT ANY ELEVATION.ALTERNATE LOCK Q� MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT ' ll qY 1 4 „ � OF 1/4"0-20x3/4"S.S_THUMBSCREW TO a OR @ CENTERMATES SHALL BE MADE W/ 1/4'0-20x3/4"ALUM. ' Npp-eye a=�3K� IDD-oXvo $ a RNNUT AS SHOWN ON SECTION HVE, SHEET S. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO B'- LOCKS AT 1/3 OF SHUTTER SPAN. 7� -0 6. "ANOATORY CONDTTKNI FOR KEYSTONE NOIT DWALAMONS: ONE HV LOCK or®or @ SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO 98',AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK @ or®or 0 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO @ or 0 SYMMETRICAL CENTERMATES W/(2) 1/4"-20 x 1/2"LONG FIAT HEAD S.S. SEE ENO -. LM.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS Q' W/0 CONNECTION OR @ TOP AND BOTTOM IS COMPLETELY MANDATORY. DETAILS ON Y P 0 a V W x SHEETS 10& 18 TYP.BULL 11 *NOTES ON HV "T" LOCKS AND CENTERMATES: HEIGHT. I J .--.---- ----' OF CORNER -uxuYOFD YorN- - CENTERMATE - ONE ALTERNATE HV 'f'LOCK(lO MAY BE INSTALLED IN DS OF HV LOCKS OR k9 FOR ANY SPAN AND 7O o4��a+1D I STALLATION AT ANY ELEVATION.AL7�(2NATE LOCK 0 MAY BE USED AS AN INSIDE ORO IDE LOCK.ATTACHMENT OF LOCK 0 INCLUDES USING REINFORCING LOCKER I�7 AS SHOWN ON SECTION HVG, SHEET 9,WHICH MUST BE (),05 CONNECTED—___ CONNECTED TO CENTERMATES @ AND @9 W/ 1/4'0-20 x 1 1/2" LONG S.S.THREADED SOLT W/7/8'0 x 3/32' CJO•© O� '�l WINCNUT OR W/ 1/4'0-20x1'S.S.M.S. INTO A 1/4"0x 5/8'RtVNUT. LOCK MAY BE INSTALLED AT MIDSPAN OR 12" 6 oa 6 7 + - MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS 0 TOP AND BOTOM IS MANDATORY. @. Iaa(f�-@8_0.®m `a)-CO-I9109+fl5«�(t3•� *NOT S D LO c CE TES: 1, ONE ALTERNATE HD LOCK(3 MAYBE USED IN UEU OF HV LOCKS OR rOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HD LOCK®MAY BE USED TYPICAL (1) HV BLADE SHUTTER ELEVATION N.T.S. AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF HD LOCK S0 TO @IS W/3}8 x 3/8'F.H.S.S.M.S.,AND INCLUDES REINFORCEMENT INSERTi�.'D AS SHOWN ON SECTIONS HDB-HVB AND HDC-HVC, 0 SHEET 10.LOCK MAY BE INSTALLED AT MtDSPAN OR 12'MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS IS COMPLETELY OPTIONAL FLORIDA BUILDING CODE(Non High Velocity Hurricane one `rG� N.T!(��li0 2015 EASTERN METAL SUPPLY,INC. BERTHA HVTM IL ECO .N1:. Accordion Shutter System A■S■S■A■ H.V. RADE#1�t Ww/OR w/o KV. WlNr>oW MADE Shutter SystemsREVe Pk DESLRIPIOX DATE DRAWNBY: MJ_ E TIWT TESTING & ENGINEERING COMPANY Association, Inc. 1 OLD 11-192 4/13/is DATE: 4/13/15 STATE OF a 6355 N.W.36M 5L.Ste.305.V1Rmu GARDUC,FLO=A 111 (3Ds)871-ISM.Fox:(305)871-15,314268 Westroods Drive 2 DRAWING No -mmt cncr000m— West Palm Beach, FL 33407 3 s' • `\:c,�,�' ®-D006719 15-085 ,IONAI1,,,111``` WALTER v.�44167 A SHEET N.E. SF.AC��51GN�1URE/DATE 6 5 OF 20 NCRETE ANCHORS POURED CONCRETE POURED F6-"S E SCHEDULE ON R CONCRETE BLOCK 1/4'0-20x3/4'S.S. POURED CONCRETE- EET 13) CONCRETE ANCHORS MACHNE SCREWS CONCRETE REQUIRED REOUIRrn (�S�F�OR,�, (SEE SCHEDULE ON 4NUrl 1/4'-20 CONCRETE ANCHORS 18 (�uDUMaic TU!ON SIIFfT 7) SKEET 13) O.C. (SEE SCHEDULE ON SIIEET 13) i•f -20x3/4"S.S.2 OR 14 MACHINE SCREWS USING 1/4"-20 NUNS--- 0 12'O.C. e.D.x 2, zso'Max. 13 aR 5 1315D E. \\, I I .250'Mox.:\^ {1 1 OPTIONALi i J�PTIONAL � 1 � TO i F'H�D mlf0 --IOOR ®♦ EXISTING (MIN.SEPARATION TO GU55)_____.DUSTING i I GLASS SEE SCHEDULE ON SHEET II )— DUSTING �1 { MIN.SEPARATION TG CUES - GtA55---i ,'`(SEE SCHEDULE ON SHEET 11) ©HV WALL HEADER INSTALLATION OA HV WALL HEADER INSTALLATION () HV WALL HEADER INSTALLATION + KEYSTONE IXISTING -. MW.SEPARATION 10 GLASS G "'� uN.gDrroulW 1 OR ♦ i 1 I 1 EXISTING_' (SIX SCHEDULE ON SHEET I1) m aAs(st I I --� ® I MIN.SEPARATION TO CUSS CUSS saa v z 9EEf I i(SEE SCHEDULE ON SHEET 11)ON 1 �-11 9�w 19 FOR Q RILE�UAV7`� Dias(D&0 o EXISTING { I I/i-OPTIONAL I z GUSS--� I i i{ 1/a• I N i i E. a ' Max. I ,. 1/a'Max. {I{ {� {� OPTIONAL 1 - 'F'- —13 O+ 1 s 1 1 -I E. I. • 19 _/2 E EO 1 3 OR Q MiM1 12 OR® I i__1/4"0-20x3/4'S.S. _ L E G� PHILLIPS TRUSSx3/4'HEAD 1 1/A'0-20x3/4•S.S. PHILLIPS 18 •`� MACIONC SCREWS USING 1 CONCRETE ANCHORSL .TRUSS HEAD UACIIINE SCREWS CONCRETE ANCHORS 7 _j 1/4'-20 NUTS a 12"O.C. (SEE SCHEDULE ON W/ 1/4'-20 NUTS O 12'O.C. (SEE SCHEDULE ON SHEET 13) Min. POURED CONCRETE SHEET 13) POURED CONCRETE OR 7F. BLOCK OR CONCRETE BLOCK (-J-- (£QFICRETE ANCHORS REQUIRED WALL REQUIRED C1 POURED CONCRETESHEET 1 14)HV WALL SILL INSTALLATION / (SEE UE ON OF WALL SILL INSTALLATION _- 4) OR CONCRETE R6& WALL REQUIRED � HV WALL SILL INSTALLATION If FORS�Q02L°TITIN DF SEMNSWALL INSTALLATION�JDETAILS W1 1- SEE SHEET 4 FOR TYPICAL SHUTTER •C D. ,.EDGE DISTANCE ."USEH Y BLADE ASSEMBLY ♦ SEE UMI At10N5 FOR 2- MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS GN SHEET 13) BLADE 1 WT SHE19 10 IN ANY WAY TO SUR ANY INSTALLATION. 11T1111TT, FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ```���R••:••��••�/� O 2015 EASTERN METAL SUPPLY, INC. BERTHA HVTM ENs�( :9''-•; ���� Accordion Shutter System �16 I G C O 1 N c. ■ ■ ■ ■ I{V.RADE#1 W/OR W/0 KV.W DON BLADE /,r_•*= 75.7 American Shutter Systems .H DESCRIPTION DATE DRAWN Off: M.L- 'a $AF TIWT TESTING & ENGINEERING COMPANY AeSOCIatIOn. InC. 1 OLD 11-192 4/13/15 EMTE x/13/15 9••• 6H.W.Xu,5L.St,.JOS.M244f,A OM7oENu 5,n.OROA i •�L;- Ptwae:(305)071-1530.Fax:(305)B71-153i 4268 Westroads Drive 2 DRAWING No � �� a-,ax0:w1<000ax.�art West Palm Beach, FL 33407 S 15-085 "';z sZONAL tiN�``� WALTER AEB-OTLUTiJr.P.F. 4 gllnn 1a1lEAA� FLOROA Uc.!01167 s SHEET P.E. SEib NATURE/)AIE 6 6 OF 20 POURED CONCRETE ANCHORS I e8'l gy)�NiRR 1 1 OR ®� Im470s CONCRETE (SEE SCHEDULE ON SHCCT I3) Ian Sa( EXSTING M(�SpnLyp p REQUIRED E110E -t 1,TUR OVOC m/7D SSS--I y�y�,.p�a i 9t�T it)SLAB s -y - I al ,9 T� . IXAZI D. APPLICABLE EXISTINGr`-(s¢saaniAE" • 1 9 GLASS---',- I ox BEET I Q I I 1 ALTERNATE ! I I � EXISTING 1 I✓ � I LocAcrioN ti ---- it " �I �� I i 1 1 1 Bflh3/M1'HEXWASHER HEAD T 1 1 OR 13 OR 15 i 3/8yw. =CSC 0 12'O.C. EDGE OF IF 3/8 NM� CONCRETE ANCHORS 8 APPLICABLE I I ©1 7 I (SEF.SpiEOULE ON SHEET 13) E ' I - I EDGE OF EXISTING I I I LAEDGE 11 IF I I ill j SLAB IF p GLASS SLAB 11 /1/2 -4 1 EDGE OF APPLICABLE WK 9PraNlu4 APPLICABLE FIAT HEAD CONCRETE ANCHORS I TO ETIs= APPLICABLE ...{,Q; _E0. SLAB IF POURED U. CONCRETE (SEE SCEDUE W SEEIT CONCRETE- REQUIRED (SEE SCHEDULE ON SHEEP 14) --{ „FOR RACE 7AIE I 4) POURED _ REQUIRED FLAT HEAD CONCRETE ANCHORS I rH 5im 19 EW 1 OR CONCRETE 11 .TRENCH INSTALLATION i RNEs(DA® REQUIRED ---E•D. -E 0.�-- (SEE SCHEDULE ON SHEEP 14) VAUD ONLY FOR UP TO +70, -75 PSF A.S.D. HV FLOOR INSTALLATION t (:D HV WALK-OVER INSTALLATION DESIGONULPERESSURREERATING& FOR SPANS PER n HV CEILING INSTALLATION --- -_--- CONCRETE ANCHORS (yT. I Iw+�Ovfianmt (SEE SCHEDULE ON oN vm tO I O I SHEET 15 1/4'0 ITA BU4CED T400FOM N/ADVA11_ MCNRjXOGv4'0 TOEA:T6 EXISTING EXISTING FASTEIFBS NDPER+RcH RS W/ CLASSI GLASS1l�SOEpWE Al 9¢l 11) --O I I NAX. Se�NUTpN>0 1 3/4'NN OIOfDImR O 6' 1 D i i I ir 4G.CFOR SNS LARGER 11VN.1 4' It1 1 6'-0'1>P la IY-o'IYOL TIPPET J 1 i i i 1 MAX. SEALANT AT EVER!fA1lFA'LY IFAD 8 i - 3 OR 1$ 0.4 i x1Ox3/4'HEX E, OTPJ(5�HOPE ft ON 9ECT 11 L.� 1/2' rX1 L6AU 3/8' (MAX. _....- © O I I WASHER HEAD CONT.SENATE-�'�I.� _ ypE i i TEK SCREWS O 12.O.C. ® @14x3/4- HEX HEAD i i f 1 1 1 1-- %r,. ;p'.-2O*3/C 55 xs TT9(SCREWS 0 9'D.C. .--1-_ 1 $14x3/4"SAS. i i i i 1/�„J ti 1",�- .,• a i7 tiG��NUTS OR 1/4'0-20 S.S.M.S. i CONCRETE ANGi0i25 1 - 6 �O 3 .O 9'0.C. -- Max. W/NUT a 9-D.C. I (SEF.SCHEDULE ON _ 1 Q '. n SHEEP 14) 17 OR 18 I 2.OD''LAIN. -WALL TTRRW(OECpNON s k1�iK -T Q I/2'• 1' 1 I J I EDGE of ,1..• E.D. '� sw (. /14x3/4'F.H.S.D.S. MIN. 1 1 1 7/8' --- 1 7/R- AP UP CABSLAB I LE _._CONCRETE ANCHORS \ tl 9'O.C. �PaGIARED FETE SEE NOTE 13(b) SEE NOTE 13(b) D PLXIRED CONCRETE' (SEE SCHEDULE ON ON SHEET IPOURED CONCRETE ON SHEET 1 D. - OR CONCRETE BLOCK SHEET 14) OR CONCRETE BLOC( REQUIRED REQUIRED M3 KEYSTONE MOUNTING INSTALLATION OPTIONAL POURED r LVXWUM ASD.DESW Prf<aE %+64,-72 PET CONCRETE HV WALL FLOOR INSTALLATION @ HV WALL WALK—OVER INSTALLATION MAX&"51pIT11H SPAN V-0' RCOUIRED OJ HV RAINGUARD INSTALLATION t mm HIS INSTALLATION SMALL BE NOT FOR COMBINATON OF SECHONS: • t 1REMOVABLE WHEN PERFORMED E. E EDGE DISTANCE ADJACENT TO AN OPERABLE EXIT SFE I1NRAtTONS OF IfSE FOR 1-SEE SHEEP 4 FOR TYPICAL SHUTTER (SEE SPECIFICATIONS ON SHEET 13) OR ENTRANCE BLADE(_)ON SHEET 19 INSTALLATION DETAILS W/ 0 HV BLADE ASSEMBLY 2-MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUE ANY INSTALLATION. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 1'I(-1114 0201 C7 2015 EASTERN METAL SUPPLY,INC. ". �/r '' BERTHA HVTM '�\r L.--- Accordion Shutter System1L ECONt. A S S A RV. aaDE#1 w/OR w/o Itv.WAPOOW BLADE American Shutter Systems EY. DESCRIPTION DATE DRAWN Iar: M.I_ TIWT TESTING & ENGINEERING COMPANY a'•_ CARDONS.FLOPMA 331 7AT3a5.VR Association, Inc. t OLD I1-19z 4/13 Is laic a/13/1s E OF 055 N.N.36M S1.S". Perone (305)871-1530.Fm:(305)871-1531 4268 Westroods Orive 2 DRAWING No e' R ,•'�^.�`�. e naa:bmuoo,lWest Palm Beach, FL 33407 3 15-085 � ONAt`c� WALTER aOW671TILLIT.9i,.P.T 4 �T! ), ,11 FLORIDA U.p 44167 5 SHEET P.E. SFJ(L79161AYURE/DALE 6 7 OF 20 SEE END WALL GDON DUAILSON NEETS 10 18 SEE NOTES ON LOCKING RODS®.HV LOCKS(a or oUT IN 1 INSTALLATIONS W/ 1 HV AD ALIERNATE W LOCK 0 O SHEET S. EXISTING GLASS ** BLADE W HV CENTERMATES ENTE Es DETAIL INF w VALID Tao CQRERMAfES APPUCARO:!WITH DtADE 1 °"®�©• 7O4R®a 1O`®� OR SEE END WALL. CONNECTION 10•�5°Q©�®-©`©a DUSTING CLASS QEEAILS ON SHEETS 10 A 2'.2'xt/8•:D•-2 I ®.Q°n Q•©°R 19• 3 1/4V —_ 7• -._ G 1/2' 7• _-- (6063-Te ALLOY)ALUM, OPPOSI>N SYMMETRYCAL ANGLE W/(2) 1/4.0 TAPCON 1/2• w©• ANCHORS To CONCRETE - CENTERMATES CENTERMATES MIN.SEPARATION (TOP/eOTTOM)e i p1ox3/a•S.M.S.c 12' (4)p10.1/2'S.Ms.10 TU6E i O.C. W/ HV LOCK or 5 W/I-IV LOCK o ro cuss AT EACH ANGLE (ttP) FULL LFI:GFR. (SEE SCHEDULE * ON SHEET 11) 5 =1N 3 3 I 5 90' * XO2 03 - ��®°�©.�oR®°�10 .p�R ® - . 0 HVB OUT ® " ®* HVC 10•®5°N©'®°Q•©� HVAPOURED CONCRETE OR EXISTING GLASS 10.O ©_TT®°A©`©pQ-.._ _/ ---.- _ REQUIRED BLOCK WALL ISTINc '®" ®"'®`®°t I t SYMMETRICAL ---— *—— =1N �'�'©°"lJ'�`®"' MIN.SEPARATION cuss 4NA CENTERMATES O ©•®"'1®.©e ®•©° To SCHEDULE 5 TOUT] � (Sf:E SCHEDULE W/_HV-OC (INTERNAL 9ON SHEET 11)MIN.SPATI ..© (INTERIOR) ©TO GLASS SEE SCHEDULOPON SHELT 11 (IN _ __—_—_.____ _— __OUT-� --- "' 1 i CONCRETE 1 ANCHORSZVARIES o U T 6 1/2'MAX.SLACK ---� * 5 (EXTERIOR) HVE HVF** HVD FLORIDA BUILDING CODE(Non Higt1 Velocity Hurricane Zone ©2ols EASTERN MErAL SUPPLY,INC. L�,A�rItz; BERTHA HVTM EN A.S.S.A. 11LIE C O �N�. . Accordion Shutter System KV. Bl.ADE#1 W/OR W/o RV.111NDOW BLADE TIWT TESTING h ENGINEERING COMPANY American Shutter Systems EV. DEwIt"ON DATE DRAWN BY: N.L. • 4359 N.W.J61A.St.11,115.VRIIMA GWENS.ILORaA Association. Inc. , OLD 11-192 4/13/15 DATE: 4 13/15 4268 Westroads Drive 2 Pbme: (305)6 1-1530.Fax:(305)61-1s31 DRAWING No p F�ORtDP 719 rom West Palm Beach, FL 33407 3 15- 085 ����Ai,C`SSIO AL���.�`�� rLORQ;L;,.WALTM A. /44167E 5 SHEET P.E. 9'CAL/�{(iN(Ti't`?r�E/DATE 6 8 OF 20 ALTERNATE INSTALLATION W/HV "T" LOCK f5�0. HV MALE/FEMALE "T" LOCKS CENTERMATES 6-8) (298 LOCKERS 22 W/n HV BLADE SEE END CONNECnON DETAIL ON SHEETS 10 a 1A INSTALLATION n HV. BLADE OUT IN `�''l°�""`aAss eenEpsucK DEraL NO,MTFGTED off SHEET 6. W/ HD CENTERMATES . h AS WELL AS UNMERSAL FLOATING eIADE®DETAIL HCO-HMD. v®v©'O7 wI�JA�I�•®m INDICATEDOtl IMS SHEET.MAV Tai Usm WON n AL DSSEE END WALL CONNECTION 10•®w®'�©•®w TAuanorT DETAa INCA sHown IN THIS S r. DETAILS ON SHEETS 10 A 19 (FOGS-m AILOV)ALUM. I w©.® O ,k ,{r.,wcav _ P. amo o a>.eaelE (OP110Nu) 4 ( NAL) -- —'--- (W/MM-)& 1-------`---------'-------- ------_,.`�--- ------------ roaw (•)/,DA/z•5 S.TO illi ! "ha3f•'SA15.O I2- - -• -- `.- Ar FACH ANGlE(TTP) I ac I Lex 12- ,k I N , lLv. I N 30 HV T" -----. PIHs(TwJ ,ale PHrs( ') a csa Gocauc LOCK (INSIDE) Q 3' - - sm T) --------- - _ — — J g 1 tI." • Q$ Q UT 31 oa 32 33 31 oa 32 31 OR 32 31 oa 3�2 -Lc J 4 * 35 2 .- -1/4" @-20 x 1 1/2" S.S.M.S. -35- (aPnoNaJ *SEE NOTE 6/T)fl H✓LOCK®. © W/ 7/8"0 x 3/32" WINGNUT. (OPTIGNAL)HDB—HVB OUT HDC-HVC r LocK,on sHrFT 3. *© SIMM�'TRICAL HD CENTERMATES 0 HV "T" LOCK (OUTSIDE) � SYMMETRICAL HD C�NTERMA_T� W/ LOCK (INTERIOR HVG* W��' LOCK (EXTERIOR) 1'Sa,ES 9414 NLWNIR7 2024-13 A1100 LARGE FLANGE THW ®°�©•OvO 1D•®w SHEET NU`SM-PART/0620. TD -0 AS rla_©•©v AS MANU-RED BY AVOEL CIUM! TEXTORN.PARS]PPMr.NEW JEASEI' / ©•O•©m©•O7 •®v 07054 OR EQUAL ,rte s•®w®,®mom.®m©.® NO,LS ON LODONG ROD"o&HO®LOCKS ON SHEET S wMr'aLL n4AUNG W(30rA H00-I"IS VAUD,oR Au coaDalATTs srPuc.Tla+s Wm WAX(D HDD-HVDt* FLOATING STACK FLORIDA BUILDING CODE(Non High Velocity Hurricane tone 0,1',"jR A.Tf(j�T• --•=; - ®2IAL S UPPLY, INC. BERT HA HVTM \\CENEs Accordion Shutter Sy stem �'qo ,.-- AS S A■ fiV. 3lDE#7 W/Ot W/0 KV.waw FADEI ��1� �(= Amerieon Shutter Systems REV.K. DESCRIPTION DATE DRAWN er: N.L. on TILUT TESTING & ENGINEERING COMPANY'• TATE OF :aAssociation, Inc. 1 OLD 11-192 b13/15 DA1E 4/13/15 •r••. ` 61Y5 X.W.SOTR SL,Ste.JOS.W1!CIITW GARDENS.FLORIDA Jit 4268 Westroads Drive z PFW,C (305)871-1530 F a (305)871-1331 DRAWING NO e-m oll:STt.U-1— West Palm Beach, FL 33407 3M-0006719 15-085 ''''A•,SS�ONAI F��•`` WALTT7t A LLR Jr.P.E. 4 Ar)) )) 11" (LORDA lie.1 44167 5 SHEET P.E. SFJ+tf SI�I�ATURE/DATE s 9 OF 20 RED ETE -POURED CONCRETE OR POURED CONCRETE ORUCOONNCRETER ORCONCRETE ZE CONCRETE BLOCK WALL OR CONCRETE BLOCK WALL REQUIRED BLOCK WALL REQUIRED REQUIRED BLOCK WALL REQUIRED EXISTING GLASS -�D__�G CLASS - --EXISTING GLASS CONCRETE ANCHO011IN `(7 .2•MIN EX+5RNG CLASS O. _ Y` MM.SEPPFY•RON T -_S _'-+•• _T[' Tp MA5(SEE UN.SFPAFAnON MN._gPAfWnON SCHEDULE ON SHEET TD GI ERA(SEE i 10 GLASS(SEE TD MON Il FOR MADE QAN9 SC 9)U.E ON SHEET 1/16"x3"MAX. ON SHEET 19 FOR SCHEDULE Q� '1 SCHEDu.E ON SWEr 11 FOR SLADE 10AN0 (6063-T6)CONT. BLADES 0&0 ON SHEET 19 FOR _ 11 FOR B ADE OAND ON SfET 19 FOR ALUM.CLOSER 1/2 ON SHEET 19 FOR (LOCATE ID ) --- MADEs(D&0 PLATE.(LOCATE 1/2"[-- / MODES O& �� MAOLs(D& EITIIFR SIDE AT EITHER SIDE MOI. OF Q) _.11 .-. Of 4) I 4 USE I'OR 2"MAX. T- 810x1/2'S.M.S.�l I ---- (AS APPLICASLE)x2'xl/O•Ro'-2' ---- #lox1/2'S.M.S. a 16°D.C. -` - ALUMINUM CUP ANGLE LL 16•D.C. Pk ----- 4 / (6063-TG ALLOY)AT MIDHEIGHT t (1) #100/2"S.M.S.TO©& I4 ` (2)1/4'0 TAPCONS ANCHORS TO _ COR �' EITHER SIDE OF Q)CATS AT OR -� SEE DETAIL X FOR SIDE CONNECTION "R !& SEE DETAIL%FOR U OR TO TRACKS ,_ SEE DETAIL%FO 4 SIDE CONNECTION _ _ O]mlJ' 0'®m SLUE CONNECRON °1®"©• 7O°1 6O 10•®' 7^•6• f0•®" TO TRACKS -®m©•Q��10.®m [8.0-& ®m©'®m©•®m TO TRACKS 1�0•®m©•®m®,©a •®1 O7 100.Om -_ +Om®"©•®m®•©m ©' •Om©,O,®m 6,O'©a•©,Oj •®a Q'� ©"'©_•/Oji•®"' ©'Oj ,©m,©��•�Oj '®m ®•®n•0•®mO8•®m ®.®m©.®"l J.®m END CONNECTION DETAIL END CONNECTION DETAI END CONNECTION DETAIL 10 END CONNECTION DETAIL 20 0 f RCT]UIRFD ON'Y FOR SPANS GREATER T1HPll 12'--C- POURED CONCRETE OR IXISTING GLASS CONCRETE BLOCK WALL EXISTING REQUIRED OlASS MR.SEPARATION a1 1/2"S.M. v TO GUl55 STS 0 16' .C. MPL SEPARATION 1 �'li------� ( G OR®OR@OR SCHEEDLIL1 EON DLAADE,OA7D CONC 1/?"MIN. TO CA55(SEE ------------ --__---- __-- ON SHEET L9 FOR ANCHOR 0 - +I FOR ice o AND F2' BADES 0&� 12'O.C. rJ HADESm19 FOR ----- - OR oR i OR i EQMIN.-""' I 4 7EQOR®OR(BOR 2'NLN. I ♦ SEE LMRATIONS OF USE FOR v ����1L/ y BIAOE 'TONS SHEET 19 @ OR i 3 OR(qOR(@OR� VIEW Y 1 5 I OR &N, PLAN ,{ OR ©m®m0 Om0 +D ®m DETAIL X POURED CONCRETE OR �m©•O�© +D•®m -�- O END INSTALLATION CONCRETE BLOCK WALL REQUIRED ©•Oa©m0 O•®m 1 HV BLADE OR HV WINDOW BLADE INTO 10 m®"©•�©•®�' CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL Q @'@-@'@-@'@-" END CONNECTION DETAIL(g) O ®m®•®�® m0'® FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone A•TIQ it, ®2015 EASTERN METAL SUPPLY.INC. �Q \CENBERTHA HVTM Accordion Shutter SystemCO1Nc.L EA S S A V. (BADE#1 W/OR W/O H.V.WNDOW BADE TILUT TESTING & ENGINEERING COMPANY American Shutter System$ DCSCRIPTION DATE DRAWN BY. ML _ .0% STATE OF •�` 6155 N.W.36 St.Sb.305,w+ww 6Ni01M.aDR01 Mt Association, Inc. , QLD 11-192 +/13/15 DAM- 4/13/15 .:- Phone:(30.5)871-1530.Fox:(305)671-1531 4268 Westroods Drive z � DRC \ ..&latecowoa.�om West Palm Beach, FL 33407 3 DRAWING No "I", " sS/..'...-c` \\\\\\ WALTER Alllf10r.P.E 5085 'An AAAI �`` F1DH9A a<.@ u167 s SHEET P.E.. S'Fi1r'JkA URE/DATE L 10 OF 20 SCHEDULE #1 SCHEDULE #2 SCHEDULE #3 MAXIMUM SHUTTER SPAN'°"L+" OR "L-" MAXIMUM SHUTTER SPAN* "L+" IMUM SHUTTER SPAN*"U'" INSTALLATION ATION LEGEND ' NOTES: (ft.). FOR INSTALLATIONS W/ OR "L (ft.) FOR R 'L-" (ft.) INSTALLATIONS CENTERMATES. 0 &®or or INSTALLATIONS W/ W SYMMETRICAL CONCRETE & WOOD (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN W/ ONE H.V. LOCK ® ar ®or or & &)WI ONE HV LOCKS MANSORY POSITIVE A.S.D. DESIGN PRESSURE RATING. HD LOCK ®IV/ NO LOCKING RODS or ONE HV LOCK or®or® L-: MAX.ALLOWABLE SPAN FOR A GIVEN NEGATIVE CENTERMATES & W/ ONE HV 'T' w/ NO LOCKING RODS ORW/ NO LOCKING WALL A. B,'C, D. E. M, N. , P. 0, A.S.D. DESIGN PRESSURE RATING. ® ® ODS MOUNTING F. K & L R. S, & V. LOCK® W/TWO LOCKING RODS®TOP & (SEE NOTES t.tt) (VAUD FOR MOUNTING(31 (2)PROCEDURE TO DETERMINE MAXIMUM SPAN FOR BOTTOM SEE NOTES tF SHEET 7) FLOOR/CEILING G, H, 1, 11. J T. U. W & X WALL MOUNTINGS(TOP/BOTTOM) OR FLOOR/CEILING: CONCRETE&WOOD INSTALLATIONS 0 CONCRETE&WOOD CONCRETE MOUNTING FT7 MMM MAmw N STAJ I TIluummN & M GNA POSITIVE A.S.D. DESIGN PRESSURE RATING, ASII,atSM ASO.DESCl A u UFSG INSTALLATIONS. PRESSURE /WALL MOUNTING FLOOR CEIUNG PRESSURE WAIL_MOUNIIN6 PRESSURE DETERMINE MAXIMUM SPAN SIG FROM SCHEDULE. RATN7 & RAIQIG FLooR/CE¢mG MOUNTING GIVEN NEGATIVE A.S.D.DESIGN PRESSURE RATING, (o.slJ NDUMM6 FLOOR/CEIUNG MOUNTING (P'`I') OR DETERMINE MAXIMUM SPAN 'L-"FROM SCHEDULE C. OR OR-) _ _ (�OR-) ROOR ALL MOUNTING L+ (ft) L-(ft) L+ (a) L-(N L+•(d) ---L-(ft) L F (ft) l-(ft) CS MAXIMUM SHUTTER SPAN 'L+'OR'L-"FOR INSTALLATIONS INTO WOOD SHALL 13E UMDED TO FINAL MMMUM ALLOWABLE SPAN IS EQUAL TO THE 30 OR LES 16'-0" 16'-0' 16'-0' 16'-0' 30 _16'-0' 16'-0' 30 16'-0' 16'-0' 105 p.f.AS.D. DESIGN PRESSURE RATING. .MINIMUM DETERMINED SPAN BETWEEN _L+'AND-L 35 14'-,0' 14'-10' 15'-2' 16'-0' 35� 14'-10" 1C-10' 35 15'-2' 16'-10' 40 13'-,0' 13'-10' 14'-2' 15'-2' _40 13-10V 13'-10' 40 14'-2' 15'-2.' (3)PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 45 13'-1' 18-i' 13'-4' 14'-3' T45` 13'-1_ 13—t' 45 13'-4' 14'-3" t HV CORNER CENTERMATE 03 MAY BE USED AT All COMBINATIONS IN BETWEEN WALL MOUNTINGS 50 12'-5" 12'-5' 12'-8' 13'-7' 50 12'-5' _ 12_'-5'_ 50 _12'-3• 13'-,' MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS W/FLOOR/GELLING MOUNTINGS: 55 11'-10' I1'-10' 12'-1' 12'-11 35-- 11'-10' v-10" 55 11'-i' 11-11 SHALL BE AS INDICATED ON MANDATORY CONDITION (12 FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE 60 11'-4' 11'-4' 11'-7" 12'-4'- -- 60 _11'-4' _ _I1'-_4' 60 lo'-2' t0'-11' NOTE 05.SHEET 5. RATING: -65 10' 10'-l0' II'-I' 11'-11" --65 10'-10• f0'-t0' 65 9'-5 10'-1' DLTERIAINE: _ _ _ _ LI+=MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 70 10'-0' r8'- 10'-9' 11'-5' 70 __ 10•-_6' 10•-6" T 70 8'-9' 9-4' L2+- MAX. SPAN FOR FLOOR/CEILING MOUNTING 75 _ 10'-1' Ill'-4' 11'-1" 75 10'-1' 10`-I' 75 -- -8•-9" ti'IXCEPT THAT MAXIMUM SIiUTIER SPAN 1+'OR INSTALLATIONS. 80 W-10' 10'-0• 10'-9' 80 9'-10' V-10" 'L-'AND MAXIMUM A.S.D.DESING PRESSURE RATING FOR FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE. 9'-9' 10'-5' 85 9'-6�- g'_6• INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK RATING: _9'-� 10'-1' 90 __ _ SHALL DE LIMITED AS FOIJA7V�': DETERMINE: 1- CONNECTIONS TO KEYSTONE MOUNTING Lt-= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 95 SILO' 9'-2' W-10• 95 9'-0' ^ • • LIMITED TO +64,-72 ..f. AND B'-0' SPAN, SEE100 B'-9'_ W-0' 9•-7' 100 8'-9' 8'-4' p' L2-= MAI(- SPM(FOR FlDOR/CEILING MOUNTING _ _ MOUNTING M@ON SHEET 7. INSTALLATIONS. 705 8'-7 7--11' 8--9' 9'-4. 105 8'-7" - 7'-,1"-- ---110 8'-4'_ T-%• 8'-7' 9'-2' 110 8'-4' 7'--T FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE -- 115 - 8'-2' 7'-3" W--a' W-11' 115 6'=2' SEPARATION TO GLASS SCHEDULE MINIMUM BETWEEN li+', CZE; Lt AND 7z 120 8'-0' 6'-11' 8'-2' 8'-9' 120 8'-0' _ 6'-71' _ (4)GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM _7'-l0' _6'-8•_ _8'-0' e'-5• 125 Y-101 W-8• ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN 130 -8' 6'-5' 7'-,0' 8'-I' 130 7'-e' 6'-5' r WIND ZONE RESSURE RATING TO DETERMINE MAXIMUM ANCHORNG. 1 35 T-r 6'--2' T-9' 7'-9' 135 7'-7" a-z= MINIMUM PSPACI 140 V-5' -5=;, �'-r 7'-6• 140 7'-5• -,1' ASTM E-1996 SEPARATION _... 145 _ T-}• 5'-9• T-5' 7'-3' 145 7'-3—-s.=s: TO GLASS 150 7'-2' 5'-7' 7'-4' 7'-0' Iso 7'-2• -5•-7� _7'-0'— 5'--5' _-7'-2' W-9' 155 %'-D' S'-s' 1 THRU 3 1" _160 6 _ '-11' 5'-2• 7'-1' 6'-7' 160 W-11• 5'-2- 165 6'-10' 5--1' %'-0' 6'-4' 165 6'--10• 5'-1' _ 170 8'-9'- a'-IY 6'-11' W-2" 170 6'-9• 4'-11' 175 6'-7' 4'-9' 8=9' 6'-0" 175 6'.-7' 4--9' 180 - 6'-6' ;-_B,- -!i'-6- 5'-,0�- 180 6•_6• 4'-8' 1 HV B LA D E _ 1 BS_ 6'-5' jfl 8'-%' --;-8' 185 8'-5 4'-6• 190'--_ 6'-4' _ 6'-8' S'-6' 190 W-4• 4'-5' .._195 6'_3" 6--5' -5' 195 6--3 4'-3'6'-2' 6'-4' 5'-3' 20D 6'-2' 4'-2'2056-1" 6'-3" -i' 205 s•-,- 4•-,• FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone 0 2015 EASTERN METAL SUPPLY, INC. "',,,IIIIIII BERTHA HV IM S S A Accordion Shutter System 11LIE E C O i M C A. . . . . LTV.BLADE#1 W1 OR W/O TLV. WINDOW BLADE TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems [V•H. DESCRIPTION DATE DRAWN BY:WaY• G. 'YM * 6355 N.W.36u.n.Ste.=.HRcaNu OWOO.s.r1nR4w J31& Association, Inc. I OLD 11-192 4/13J,5 GATE 4/13/15 PN—:(305)871-15w.rax:(305)871-1531 4268 Westroads Drive 2 DRAWING No a-mai:mt...U.Isom West Palm Beach. FL 33407 3 �.,. EB-0006719 15-085 /7 4 •••,FCOR►Op.. C'. WALTER A.TILUI Jr,P.E. f1'!6�,SfaL: ��11��E/DATE FLOC ua 044167 s SH11 OF 20 MAX_I_MUM ANCHORS DESIGN ULE FORA N MAX. SH TTFR SEAN, A.S.D. N A PRESSURE SNND( J HPONDIN MOUNTING TYPE FOR CONCRETE OR CONCRETE ANCHORS SPACING LEGEND POURED CONCRETE SEc u01x4r91cs A A Q.D A,0)INSTALLA ON s,Etr a pptJpEpCONcFmWoONcREIE BLOCK TAPCON OR WA (A)WALL H MOUNTING A WALL HFAOER MOUNTING WALL HEADER MOUNTING D WALL SILL OUNTINC D WALL SILL OUNTINC C h F WALL HEADETl/SILL TAPCON WITH ADVANCED SPAN W W ® W/ W/ MOUNTING THREADFORM TECHNOLOGY ((t) ASA 06,81 NWOMA E P19SSUE 9A1NG .DM 15006E PIE591fd Rg9G 04T71 136911E PRESM RWQ W&SO,OE9DI 16WK RI®RE lunlc(pdlkSA OWN=1MGME nEC9RE RiOLcw A=Oram NMM Pf6SSi9E PAT= ALL POINTS SET b 30 40 BO 75 90 120 160 205 40 60 75 BO 120 160 205130 40 80 75 90 120 180 20.5 30 40 60 75 90 120 160 205 30 4D fi0 75 90 120 10D 205 30 40 60 75 80 120 180 205 BLUE TAP TAP 14 12 10 9 8 B 6 6 14 12 10 8 B B B 8 14 12 10 0 0 B 6 8 14 12 10 9 B 8 B - 14 12 10 9 0 tl B 5.3 8 8 B 8 B B 7 5.5 3'-0� 14 t2 10 9 8 B B 6 14 12 10 9 B 8 6 6 14 12 f0 9 8 8 6 6 14 12 10 9 8 8 e 6 ,4 12 10 9 8 8 6 6 0 0 8 B B B 8 8 TAPPER+ OR LESS 14 12 10 9 8 0 0 S 1{ 12 IO 9 8 8 e 0 14 12 10 9 8 6 8 6 14 ,2' 10 9 8 8 6 3 14 12 f0 9 8 8 6 6 B 8 B 0 0 B 8 63 14 12 10 9 6 B 8 6 4 t2 10 9 8 8 8 B 14 12 10 9 8 B 6 6 14 12 10 0 B 8 6 - 14 12 10 9 8 B 6 8 8 8 B 8 B 8 8 7 14 12 10 9 B B 6 4 14 12 ID 9 B B 8 8 14 12 10 9 8 0 6 6 14 12 10 9 8 7 - 14 12 10 9 B 7 SS - 8 8 8 B 8 7 5.5 4 4'-0• 11 ,2 70 D B 8 8 4 74 12 10 9 6 B 8 6 14 12 10 9 8 B 8 B 14 12 10 9 8 8 53 - 14 12 10 9 8 B B 8 6 8 8 8 8 8 8 B 14 12 10 B 8 6 4S - 14 12 10 9 B 6 6 4 14 12 IO 9 0 6 6 6 14 12 10 9 8 8 - 14 12 10 9 8 5 a 8 6 8 8 B 8 6.5 5 14 12 10 9 8 8 6 , 14 12 10 9 8 8 8 6 14 12 10 0 8 8 6 6 14 12 10 9 B B - 14 12 10 0 8 8 6 8 6 6 0 11 8 7 515 I4 12 10 9 9 8 45 - 14 12 10_ 9 8 0 6 35 14 12 10 0 8 8 6 6 14 12 10 9 73 - - - 14 12 10 9 7.5 53 - - 8 0 8 B 73 55 4 3 *SEE ANCHOR 5'-0� 14 12 10 9 8 8 45 I{ 12 f0 9 B 8 8 35 14 12 10 9 8 8 6 6- t4 12 10 9 8 T7 - - i4 12 IO 9 0 8 6 - 8 8 8 B e 8 B e 14 12 10 9 8 5.5 - - 14 12 10 9 B 8 45 - 14 12 10 9 8 8 6 8 14 12 /0 9 B - 14 t2 f0 9 8 7 - - e 8 e 8 8 7 5 4 SPECIFICATIONS 14 12 10 B 0 8 4 - 14 12 10 9 B 8 B 3S 14 12 10 B 8 8 8 s[14 12 10 �9 8 - 14 12 10 B B 7.5 - 8 8 8 B 8 73 53 4 ON SHEET 13 14 12 1 0 9 8 55 3_ - 24 12 10 9_ e B_4S - 14 12 10 9 8 8 8 6S6• 0 14 12 10 9 0 35 - - 14 12 10 9 B 8 4.5 - 14 12 10 B 8 8 0 6 12 10 9 0 4 - - 14 ,2 10 9 B 8 4 - 8 B 8 B 8 a 8 7.5 _ -_. _ .. ,. _412 10 9 B 3 _ 14 12 10 9 B B 14 12 10 9 8tl 5.5 3.5 12 10 9 _4S t4 12 10 9 75 4 B B 8 8 7.5 5 4 3 14 12 10 9 0 5 - 14 12 10 B 8 8 4 - 14 12 10 9 8 8 8 5.5 12 t0 9- 5 = 14 12 10 9 8 4.5 - B B 8 B d B 4,5 - 141210 B 8 4 - 14 ,2 10 9 0 63 3 - 14 12 10 9 8 8 6 12 8 43 - - 14 12 8 83 SS _ B B e B9 5.3 4 30. 14 12 10 9 8 4 - 14 12 10 0 B6S ] - 14 12 10 9 B 8 8 - 12 10 9 6 - - - 4 12 10 9 D 7 - 0 8 8 8 8 8 75 6 4 12 10 9 45 - 14 12 f0 9 8 4 - ,4 12 10 B B 7 4 - 12 10 55 - -14 12 10 8 6.5 - 9 8 8 B &5 S 35 - 14 12 f0 fl 73 75 - ,4 12 f0 9 B 8 - 14 12 f0 B B 8 B t2 10 8 - �- _ - 1{ 12 IO 83 7 - - 8 B 8 6 7 5 4 14 12 10 9 53 3 - 14 12 10 9 6 4S - - 14 12 10 9 8 B 14 11 7 - 14 11 7 SS 33 - 8 B 7 5.5 4S 33 8'-0• 14 12 t0 9 55 - - 14 12 ,0 9 B_4S --_ 14 12 t0 9 8 B - - 14 12 10 7 4 - - - 14 12 10 9 8 3 - - 6 `a a B 8 75 7 •SEE LIMITATIONS OF USE FOR 14 12 10 5.5 ] - - = 14 12 10 8 B - = 14 12 10 9 8 5.5 - - 14 12 85 3 - - - - 14 12 8.6 7 4 _-_ _ - 8 8 8 7 53 4 3 - BLADE lA ON SNFET 19 I4 12 10 9 S - 14 12 f0 9 8 4 - 14 12 10 9 8 8 - 14 f2 BS - - 14 12 9.5 7S 4S - B 8 8 7S G 4S J 14 12 10 83 4.5 - - /4 12 10 9 7.5 - - - 14 12 10 9 B - - - 13 93 4 - - - 13 9.5 63 5 8 8 BS 14 12 10 b5 4 - - 14 12 10 9 7.5 - - - 14 12 10 9 8 - - 14 12 10 S - - - - 11 12 10 9 5.5 - - - a 8 a 8 8 6.5_6 3_ 14 12 ITS 4 - 14 12 10 9 45 - - 14 12 10 9 7.5 - _ 14 113 45 - - 14 113 7S 6 B 8_7S 8 6- -4 14 12 10 6 4 14 12 10 9 7-- -- 14 12 10 9 0 14 12 3 - - - 14 12 8 B5 - - _ B -8--8 03 63 14 12 95-A.:m - - -_ 14 12 10 9 3.5 - - - t4 12 10 9 8 - - 1.5&S - - - - - _15 63 SS - __ - - B d 35 43 35 - - - 10-0� 14 12 95 5 14 - - - 14 12 f0 9 55 - - 14 72 10 9_ B - - 14 12 7 - - 14 12 IO 7S 5 - - - B 0 8 8 8 7.5 4.5 - 14 12 53 3 - _ 14 12 10 B 3 _ 14_ 12 10 9 6 _ 14 IUS! 14 103 7 SS - 8 8 7 55 45 35 -_ 1♦ 12 9 4S 7 14 12 10 9 5 14 12 10 9 8 1411 - _ - - 14 11 75 - - - - B IS 75 8 5 14 12 7 - 14 12 10 - _ - 14 12 ,O - 0S 8 OS 8 5 __ B B 5 4 3.5 14 12 7 - - - - 14 12 f0 - - - - - it 12 10 - - - - - 14 12 5 - - - - 14 12 10 - - - - - 8 B B B B 7 35 - 11'-0'-_. _ _ _ -- _ -_ _ 14 12 4 - - - 14 12 10 - - - - - 14 12 10 - - - 25 95 - 2.5 9.S B __ B _8 6J-4 3 14 12 6.5 - - - - 14 12 10 - - - 14 72 10 - - _ 15 10 - - - - - 14 10 7 B 8 7 - - - 14 12 5S - - 14 12 10 - _ - - 14 12 10 - - - - 93 7 - - - - - 83 7 33 - - - - B 7 4.5 - - - - - _ _ _ _ _ _ _ _ - - _ _ 12'-D� 14 12 5.5 - - - 14 12 10 - - - - 14 12 IO - - - - - 14 1'2 4 - - - - - 14 12 10 - - - - 8 8 8 -31- _ 6 3 - 14 /2 3 - - - - 14 Ti 8 - - - ___ - to t2 10 - - __-_____ 15 83 _ - - - - 13 8.5 4 - - - 8 8 SS - - 14 12 5 - - - - - 16 12 10 - - - - - 14 12 10 - - - - - 25 99 - - - - - - ISS 83 1.5 - - - - 8 B B - - - 1{ 12 - - - - - - ,{ 12 - - - - - - „ 12 9 6.5 - - 8 GS C5 - 1) HV BLADE OR (1� HV BLADE D• 74 ,2 - - = ,4 ,2 =_ _ - - - ,. ,2_ __ - --i4 i2 - ,4 ,2 - _ _ _ _ = e e s _ =-= W/ 1�A� HV WINDOW BLADE I4 10 - - - - - 14 12 - - - - 1i" 12 - - - - - 03 55 - - - - - - O5 8 - - d B 5 - - - 14 12 - 14 12 - 14 12 - 15 6 15 IIS - 8 B 5.51412 - - - - - - 14 12 - - - - - - 14 12 - - - - - - B3 - - - - __ 6 - - - WORKING IN UNISON 14'-0� 14 12 - - - - - - 14 12 - - - - l4 12 - - - - - - 14 9 - _ - - - - 14 12 - - - - - - t4 7 - - - - 14 12 - - 14 12 - - - -"- 10 4 - 10 75 - -- -- B 75 5 4 3 ± -7- 22- 115 - - 11 12 - - - - 11 12 -- - - - -"- OS 4 - - - - - 10 . - - - - - 8 8 5 4 - - - 14 _ - - - _ 14 _ - - - - 14 - - - -_7S _ - - - - _ 7.5 _ - - - - _ 7S 35 S5 3 - - - - __ �._ _.._.._ _ _ _ _ - _ _ - _ _ _ _ _ - - - 15-0� 14 - - - - - - 14 - - - - - - f4 - - - - - - 14 - - _ - - = 14 - - - - - 8 8 6 7 7 3.5 - 14 -- - I{ 14 - - 9 8 - B 7 45 J.5 3 14 -_ - - - - - 14 - - _ - - - - 14 .10 - - - - - - ,0 .�.. _ _ _ _ -- B 73 5 4 - - _ 14 - _ _ _ _ _ 14 _ - - - _ _ - i4 7 _ _ _ _ _ _ _ 7 = _ _ _ _ _ - 7 33 35 _ _. _ - _ _ _ _ _ _ _ _ _ - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ 14 _ _ _ _ _ _ _ 14 - _ _ _ _ _ _ 14 _ _ _ _ - _ iq _ _ _ _ _ - _ 6 a 8 75 6 J - 16'-0� 14 _ - 14 - ip _ _ _ _ 0 8 8.5 4 35 - 14 - - - - - - - +• - - - - - - - 14 95= - - _ =es = _ _ _ _ _ = 6 7 45 FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone 0%,� B A. 7.015 EISTERN METAL SUPPLY, INC. BERTHA HV IM _ AS SA y L E Accordion Shutter System HV.MADE#1 W/OR W/O H.V. WINDOW BLADE /4- = American Shutter Systems ,,.N VES09,P80N___..._ D�iE O9AHN BY: U.L �; *= TILLIi TESTING g ENGINEERING COMPANY Association, Inc. , OLD 11-192 4/13/15 DATE 4/13/15 STATE OF 61 5 KW.361A.SL,Ste.JOS NRGW GNMEN3.,EDOM ill _ (305)071-1530.Fm:(30671-1531 4268 Westroods Drive z DRAWING No ORIDP .•'`�, .-J:tin-C-1- West Palm Beach, FL 33407 3 •••.....r.,,•`G�\`\,.� WALTER AOW6l7T1 h.Pr , -'--'----'__' --- 15-085_ /ONAL``11A`` FLOIWA tic.0 44167 5 SHEET P.E. �NQr'10HATRE/DATE a 12 OF 20 MA)(IMUM ANCHOR* SPACING (in.) SCHmUIF FOR A GNEN MAX. SHUTTER SPAN. SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES A.S.D. DESIGN NEGATNE PRESSURE RATING AND A CORRESPONDING M(XMNG TYPE FOR CONCRETE OR CONCRETE-BIDCI(INSTALLATIONS (SEE MOUNTINGS E.C.&H ON SNFEES 6&7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: POURED CONORETWCONCRETE BLDCK POURED CONCRETE (A) TO EXISTING POURED CONCRETE(Min.Fe-3 kat) MA7®IW @ WALL SILL MOUNTING ©CEILING MOUNTING O FLOOR MOUNTING - 1/4.0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS M NUFACTURED'BY I.T.W.BUILDER.(Arm.Fc=3 k51) SPAN ANISRORS SPACING LEGEND - 1/4'0 x 3/4'ALL POINTS SOUD-SET ANCHORS,AS DISTRIBUTED BY Al.POINTS SCREW,BOLT&SPECIALTY COMPANY.(Nin.FO=3 ksi) (It) OLS+HRti10,E Plr=K RNHIOw LSD,DISIO4 18GU1YE Ff3S3tE RUM DPSOI IODIIWE PRE$UE RANG - 7/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC.(Min fe.2 kei) 30140 160175190 112011601205 30 40 bD 75 90 120 160 205 30 40 ISD 75 80 120 160 205 TAPCON OR - 1/4'0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLI&SPECIALTY t4 2 t0 a 6 a 6 SS 14 40 6 9 B a s 8 14 12 to a 9 8 e a TAPCON WITH ADVANCED COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. V_O' 14 12 10 B 8 a 6 8 14 12 10 9 8 B 6 6 14 12 10 9 B 8 8 6 THREADFORM TECHNOLOGY (Min.V.m S kei) OR 14 12 10 9 8 a 6 6 14 12 10 9 8 8 6 6 14 12 TO 9 a B 8 5 ALL POINTS SOLID-SET 14 12 10 9 a 8 6 7 14 12 10 9- B B 6 B 14 12 10 9 8 B B 6 BLUE TAP W/CAP NOTES: f4 12 10 9 8 7 95 3.5 14 12 10 9 8 6 6 6 14 12 f0 9 8 8. 6 5 TAPPER+ A1)MINIMUM FIS 1 3 4-.INTO POURED CONCRETE A ANCHORS OR TAPCON WITH ADVANCED iHREADFORM TECHNOLOGY ANCHORS AND TAPPER+ 14 12 10 9 B 8 6 6 14 /2 10 B a B 6 6 14 12 10 9 8 8 6 55 ANCHORS IS 1 3/4',AND FOR BINE TAP W/CAP ANCHORS 6 1 1/2'. 4'-0' 14 12 10 9 8 8 6 4 14 12 10 9 B 8 6 4.5 14 12 10 9 8 6 4 3g 0.2)MINIMUM EMBEDMENT OF 1/4'0 x 3/4'ALL POINTS SOUR-SLI ANCHORS SHAT BE 7/8'9470 THE POURED CONCRETE NO FAHBmM(TNT 14 12 10 9 B 8 8 4.5 14 12 t0 9 B a 0 55 f4 12 10 9 B B 8 .5 -- INTO STUCCO SHALT.BE PERMJTTED. 1/4'0-20 SS MACHINE SCREW USED SHALL BE 1 1/2'L04C MINIMUM SHOULD STUCCO DOST,AND 14 12 l0 9.75 3.5_3.5 - 14 12 10 9 8 8 B 5 14 12 10 9 a 1 35 4 4'S¢I fAilcas OF USE FOR 1'MINIMUM FOR WADS WITH NO STUCCO. 14 12 10 9 8 B 6 8 14 12 10 9 a B 8 53 14 12 10 9 a B 6 44 IT. ON.119 5'-0' 14 12 10 9 a 7 4 fa 12 10 9 8 ISS 5 15 14 12 t0 8 8.5 5 3.5 J A3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR 14 12 10 9 a 75 4-5 - 14 12 t0 9 e B e iS 14 12 10 9 8 6 4.5 75 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 12 95.73 85 48 - - 14 12 10 9 8 7.5 ISS 4 14 12 70 9 B 6 45 u NO7E5 0.1)&A.2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WTF4OUT METAL SNITS CONSULT THIS ENGINEER.FOR 1412 10 9 8 8 6 - 14 12 10 9 8 B 6 5 14 12 10 9 8 65 •5 33 INSTALULTION INTO DFS WITH METAL STUDS SEE SHEET 20. 14 12 12 9 7.5 14 12 10 8.S 7 SS 4 3 14 12 8 6.5 55 4 3 - 1< 12 10 9 8 8 - - 14 12 10 B 8 0S 5 75 14 12 70 95 8 S 4 - (D) TO EXISTING CONCRETE BLOCK:(ASTM C-90) ' 14. 12 B 8.5 8 3 - - 14 12 10 9 B 8S <.5 3.5 14 12 10 8 7 5 3.5 J - 1/4.0 TAPCON OR TAPCON WITH ADVANCED TIREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BURDEX. 14 1Y to 9 a e - - ib 12 io ii. a 7 S 4 14 IZ t0 B 75 SS 4 3 - 1/4'0 x.3/4'ALL POINTS SOLID-SET ANCHORS.AS DISTRIBUTED BY ALL POINTS SCREW.BOLT&SPECIALTY COMPANY. 7*-0' 14 12 10 B 65 4 = - 14 t2 8 75 6 43 3.5 - 14 10.5 7 SS 45- = - - 1/4.0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED 1EY FLORIDA FASTENERS DIRECT.INC. 14 12 10 85 7 4 - - 14 12 10 8 75 53 4 - 14 12 8 7 73 4.5 = - - 7/4'0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS.INC.,AND DISTRIBUTED BY All POINTS SCREW BOLT&SPECIALTY 74 11 7 55 45 - _ - 14 12 to 9 7s 55 a - 14 12 9 7 8 43 J COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 14 72 10 D B r-5 - - 14 12 10 9 6 a 4 - 14 12 10 8 65 5 35 - NOTES: 14 12 85 7 SS 3 - - f4 12 6 ISS SS 4 3 - t5 85 B 5 4 3 - - B.7)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON,BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS R 7 1/4'AND TAPCON 14 /2 95 75 6 - - - 14 12 95 8 63 5 - - 14 12 8 6 65 4 - - WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1. 13 93 63 5 - - 14 12 f0 B 65 5 14 12 B BS 5 4 9._O. 14 12 10 P. E_ _ - _ _14 12 f0 9 75 4S 14 12 83 7 55 4 - - B.2)MINIMUM EMBEDMENT OF 1/4'0 x 3/4'AL POINTS SOLID-SET ANCHORS SHAD.BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO 14 175 7s i3 4 - - - 14 11 7 5.5 3 35` I1 .8__S.5 15 35 - - - EIABFDME14T INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 S.S.MACHINE SCREW USED SR 4LL BE 1 1/2'LONG MINIMUM SHOULD SRK= 14 12 8 63 <.5 - - - 14 Ti*93 7 93 4 - - 14 10S 7 55 6 43 - - EXIST.AND I'MINIMUM FOR WALLS WITH NO STUCCO. 113 85 53 4 - 14 12 9 7 6 43 - - 14 11 7 53 45 S5 - Io,_O' 14 12 10 9 7-5 - - _ 14 12 10 e'65 5 _ _ N 12 8 8 5 4 - BZ)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR. 14 NOS 7 5 35 - i3 95 65 5 4 S 10 73 5 1 S _ ANCHORS S1W1 BE LONG ENOUGH TO REACH THE MAIN 51RLPCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 11 75 5.5 - - 1t I13 8 6 5 L - YS 9S e 5 4 4 NOTES B.1)&0.2)ABOVE.FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. 0.5 B 5 __ - 14 12 8 6.5 55 4 - 13 10 6.5 54 3 FOR INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. 14 12 10 - _. - - - 14 12 9 7 6 4.5- - 14 145 7 551-5 33 17.5 955 12 9 8 4.5 4 3 _ 9 7 45 35_3 (C) ANCHORS SHAL BE INSTALLED FOLLOWING AL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER 14 10 7 - - - - - 14 105 7 55 45 - - - 1.5 BS 5,5 LS 3.75 - - 9.5 7 4.5 - - 14 15 75 6 5 - - 72 9 6 4.5 4 - _ _ (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(EDU VERSUS SPACING RELATIONSHIP FOR ANCHORS. 14 12 10 - - - - - 14 12 1 6 63 S5 - - - 13 10 65 5 4 - - - EDGE DISTANCE VERSUS SPACING WRR FERY1F_Y_0 ANCHORS: 1.5 85 4.5 - - - - 11 B 5.5 4 33 - - - 8 8 4 J - - - _ MA%IMUM MICHOR SPACINGS ARE VALID FOR EDGE DISTANCES INDICATED BELOW.FOR E D.LESS THAN THE INDICATED.REDUCE ANCHOR SPACING 35 9.5 6 - 13 95 65 5 4 - O-S 8 5 BY MULTIPLYING SPACING SHOWN ON SCII RULE BY THE FOLLOWING FACTORS. 9 65 - - 14 10.5 7 53 43 - 11 BS 55 43 33 - REDUCED SPACING OBTAINED USING FACTOR S1Wl NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE. 13'-0' 14 12 - - - - - 14 115 73 6 5 - - - 12 9 6 45 4 _ _ = FACTOR OS 8 - - - - - 10 73 9 4 J 7.5 55 4 3 - - - ACTUAL 25 aS= -..-. - - 12 --9...8. 4.3 4 -- _ = ti3 7 s 4 - - - - EDGE TAPCON TAPCON WITH ADVANCED ALL POINT SOLID SET BLUE TAP W/CAP TAPPER + 13 95 6.5 'S - - - - 05 75 5 4 - - - - HV BLADE O DICTANCETHREi4DF0 RM��NaH'OGY wN.SPACING 14 12 - - - - - _ 14 105 7 55 - - - - 71 BS 55 4S - - - - E.D. MIN.SPACING-3' MIN.SPACING 3' MN.SPACING-3 1/2' MIN.SPACING 3' 3 3/4' 4- 10 75 - - - - - - e 7 4.s J.5 - - - - 7 5 35 3 - - - - HV BLADE W POURED CONCRETE& POIPFD HXNa1ETE mND+EfE BIDDL POURED CONCRETE& POURED CONCRETE&PUJiED wNamE arRaTE aDoc 15 e - - - - - - It 8 5.5 4.5 - - - - 9-65 �5 - _ - = 1 WINDOW C An YAK MN EA•3 1/Y ESL ED..2 1/Y BLOCK UK M.3 ffCONCRETE-3, wt FD=7 t/Y MN EA•2 1/Y 73 - - - - - - - 12 9 6 - - - - 9S 7 43 - - - - M1?4 - _- - as 10 ss - - -- _= 03 6 5 =__ _ = BLADE WORKING 3' i.0 oso 1.0 o.�e 1.0 0.84t.o15'-0' 1 3 60 4 - - - - - 65 5 3 _ _.Y-1%Y�- _.... _- ... 0.81---__ 1.0 _ - 0.67 1.0 os a 5 _ c _ = _ as-e '� _ _ _ _ _ IN UNISON ♦ 2. ----- --' 0.71 _ - - 0.51 - is aS s.5 _ _ _ _ _ 9 ISS 43 - _ _ _ _ 13/4' - 0.91 _ _ _ 0.Q25 93 6 _ _ _ _ _ 10 75 5 _ _ _ _8 6 4 6 45 3 - _ _ _ 1 1/2'6 - FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone p TIC(/TTA,, 0 2015 EASTERN METAL SUPPLY.INC. N. 9 ; BERTHA HVTM `GEA S S A Accordion Shutter System L ECO N C. KV.BADE#1 W/OR W/O TLV WINDOW BLADE ��(�/�J American Shutter Systems 'LY_N DESCWPRON - DATE DRAWN BY. M.1. TIWT TESTING ENGINEERING COMPANY • i '•. $WASE OF :�` 6355 N.M.36N.51..Ste.-303,VWGPW(:IJrJa/5,FlDPoOA 331& ASSOCIOtion4 Inc. - , OLD 11-192 4/13/75 DATE- 4/13/15 � R Phena:(30.5)871-1530.Fox:(305)871-IS31 4268 Westroads Drive 2 V DRAWING No �''� O '•. a-mel:Dlee�eoeel.wT West Palm Beach, FL 33407 5 SIONA\E- �` WALTER A.TO ULD J'P.E 4------ 5-085 P.E. J' ' }lPI`Ut7URE/DATE FLORIDA Ue.y 44167 5 SHEET 6 13 OF 20 O a In 0 N in o06 N z O Ir_ z t� N m �+ n o =�3Y L Ic O N c R m O ac s® U ao J w Q �_ 7dz o i=n oya� w ¢ ■ E p. � o nd '+' m In Z F.[b 0.(L Q a o a M Z iy N ~ 4Uw 7Zi- O a N c6 o r�1 w a cn UN O W�" < li ■ ` a� UaQ CIE! ZF w a W Lu ^z4 a m ~ i1• vai0 >0O� y p p tZ Jp w M 7 O I-S p`'U' pp W ■y 0 aro 1 p _z w Q Iwl1~U C Wppo >0IL CY In ■=QNa m a H } r' a a u ��m 2 pnnnaarablbnn YrlmAI In1AlI Ijm { 11all 11 I III IjrI I I ,�, lit 11 In111n II 1111 O ' 6u Itoaa ee w am�3 p ^bnm a n nln m Ynn n�a r�H NI•„�Iiv IIm n l l n;All I n Ill lam 1 1 1 ��l I Il�ll l I -H, Io LAA I Y'I it I I I 2 Sppp� .O 3� Nnnaabalmin nlmbm�b Nn Yalbmhla VrHlaYiYlnlhll linA11n1A.11In11 ball lnlil loll W nlc m�F$$7 x m......In N n.... .... a fln m m Y mlmin'�n Y n,n�jnlV f AIn.Y�v nImlH r lin 1 1 1�a 1 1 1 . 1 1 Y m bm v�mE .1 m n alm m ain m b b minln Y mml�Yln n n y n'fja ntmlV'�W. j c n mnnaR° # mnmm�nnn mm�noalnn nm m tm mlalnnnnln n'In nn nnnn dlminm Ynnn�n Yln�n.� r Ste• 3 oY n N N n a b mem mlb a n N min n N nIN In min n a n o Nf N n N nIa blm n m b nla n nln m N n n n N n nnjm n n n n („•; fi O n a N n b N n nm nln nIa n n nn min a m m bingo nln Nln nlnln N n n+n'n nlnln ntm n:a n n n m b J= 1 I I 1 1 1'1 I I I I I t I l V I I I I ik EE<ZC 5 $n n n n�n l b'n r n N',III'��n Y p I n 1 A 1 I l n I l l m I�t I l r l l 1 I I� I l l s/ l I M I III 1 1 1 1 1 1 1 1 1 1 1 I ,,,,•\`, � ,,,,,���,, o3 �nnnnnnlnin nn nn pnemrnvinnn v� Innllnull llnlllmlllYllll l,Y(1II '� Ijl llnlll ` � '• �?/�/,�\ n C pn nnnln nlnn nnnnlnnmm� nym Ynn�'�^I".bnnVr lnhl InA11;nI l In III 1ibj11 V�: � Q.•�Z•� � g8 hnlnnnnnnlnninjnlnnnnin�nnln nn�mnmmV^I�mYnn�A ^n�A^IhIVInlA;llln117 Q. {�y, �;QAz• YI I` I nrnlnjn nnlnnn nn mnnn� nKn �mv nn^.,nil^Y,� d •�.� O:Z� �nnnnnn nlnnn nnnnnm nn Yina y•,. 1 CO, 'a � © nln n n n n n n njnlnn n n nin n n nln nin n n n n n n n n nln n n1n n nIn nln n n n n n,n3 ninon.Riln��n .rJ6� \ ••�Cq``� mR njnln n n r r n n;n nln n n nln n n n n nln n n n n n n n n n n nln n n n n nin nIn n n n n n n n nin n n;nln n '��i�/• yy Q Q �� fn �In Ymm��r Y•rll 11 I I t A l I.1 I I I I I I I I I I I 1 1,1,1 1 1 1'1 I•I I I 1 1'1 I I I{11 III I I '''�/,' T P",1���`` W I ^:i 1 I I I 4111111111111 d c� J1 Y1 tW�M �eSmbn m^veS n,I�IM�r�Aln`.'�r l l A� I I I A I I I I III I'I 1 1 1 1 1 I I I 1 1 1:111 I I III i1 IjIII I it 1'I I I � o en „N�^ ami^ � � tmm^�I��im mv�.��v Y: I .� I n.i ^•� I ! i W Ot �.N.o_•• m mm m n Y m mnY A l Y 1 1 i 11 1 I nn M A I I I�a m i m �!� I n �I Inl�f : it . I" :1 I ' A {�. b.m ann' V bm Yb b bm r nA ♦ A�`Y Y 1 1 r l I 11 g $ v N a 1=n o ry N m 1��b n n e'^'q^o r h n in IYIQ KK {yZ}I p _I__�_ I nI_-- m�� ' iib Im mn:r lm n a{Y1 nim ln{ nivl H Y Y a"•.f V V r H O5 YvN NN VVISVi_IvI__ VI=_�!O^NN- ml•^.� mmGI^'nm•II2lu�m mmn InInnmmu^^Intim^ K �I ml n 1 mld lY R N N^N^N'js^^N N v H N N(V v V N..N-;.N.I.N-n i V11.v S!vlvly viv l2i-n v aI�01^II^m 2191,0d 1:.1. :1-1,,I QQ �m b m mm.b mb mn bb m mmbm o lull 1 1 1 III III III I II II I t I 111 1111 I Ill I I 1 1 I I I I I I 16 mbb..ommbm m m......... b l l l l l l l l l l l 1 1 l l l l l l l l l l l l l l l j l 1 1 I I III I I 1 1 j 8 8 N o 191m.................. Iio�m m o m m;0 1 I I I 1 I I 1 1 11 1 n'1 1 t I 1 1 I 111 1.m m..I...m L m m m m In m o m l m 1 1 1 1 1 1 1 1 1 1 1 I I.I i I waw mlmiwlwww w wmlmlmlmw mmm wim wlm mow mlmimwl l l l l;l it 11 Y �1�.N. N __ N•� N NIN^^^ ^v vlvjv N vI�!n NI^IN Via, q�' 0 0 0 0 0 10 0 0 0 0 •o �o 'o I 1 I I 1 1 I 1 I I I 1 I e7� R IA t0 n R] OI p N 1.1 Y '11 ip MAXIMUM A c,D. DESIGN PRESSURE RATING (12.91.) AND CORRESPONDING MAXIMUM ANCHOR SPACING_(in) SCHEDULE FOR A GIVEN MAX. SHMER SPAN. NEC-ATNE A.S.D. DESIGN PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE, (SEE MOUNTINGS ON SHEETS 16& 17). :E� u FE3 !E23;-T-F:;Z -r- I=- SOUTHERN PIE No. SPRUCE PINE SPRUCE PIN SOUTHERN PINE No. 2 W/ MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 1/2" MIN. COX 2W/MIN.0=0.55, FIR NORTH FIR SOUTH DOUGLAS FIR W/ MIN. G=0.50 W/ MIN. G=0.43 W/ MIN. G=0.36 PLYWOOD R.GA=Sp.0 W/ W/ MIN. G=0.43 W MIN. G=0.36 MAX5WM SPAN(1) WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T M, N, 0 & R FLOOR MOUNTINGS M. N, 0 & R FLOOR MOUNTINGS M, N, O & R FLOOR MOUNTINGS WALL MOUNTINGS B.O.WALL MOUNTINGS B.O. WALL MOUNTINGS B.O.WALL MOUNTINGS W & X W & X W & X P & 0 S&v S &V S&V �!KIRK 1741 X2IT0C fX 1@I1 SM RWK RT6 M 44X Kac4(039.K TWdG(sil IF310I MWE Ana EOG w L150 Im"11ESSRE PAID rM am low KKK 8006 W 6L90 KM am EM TAn ®1 RTRK BE14K PRIG T¢I) n.MM KL@E IF}S91T www B90I MM MM 6416 M 30 40 60 75190 05 Sp 40 60 75 90 105,30 40 6017 90 05 30 40 6D 75 90 OS 30 40 60 75 90 05 30 40 60 75 90 OS 30 40 60 75 90 105[12 40 60 75 90 05 3D 40 60 75 9D O5 30 40 60 75 90 05 -0'OR 12 10 10 9- 8 8 6 8 6 6 6 6 12 10 10 9 8 B 6 6 6 6 8 6 12 10 10 9 B B 6 6 6 6 6 6 6 5 4 4 4 3 12 12 12 12 12 12 12 12 17. 12 12. 17. 12. 12 12 12 12 4'-O' 72 10 70 9 8 8 6 6 6 6 6 6 12 10 10 9 8 B 6 6 6 6. 6_612 12 10 10 9 8 8 6 6 6 6 6 6 6 5 4 4 4 312 12 12 12 12 12 12 12 12 IZ 12 12 12 12 12 12 12 5'-0' 12 10 70 9 8 8 6 6 6 6 6 5.5 12 10 10 9 B 8 6 6 6 6 6 5 12 10 10 9 8 7 6 6 6 6 6 5 6 5 4 4 4 3 12 12 1212 12 12 12 12 12 12 12 12 12 12 72 12 0. 6'-O' 12 10 10 9 8 6.5 8 6 6 6 5.5 d.5 12 10 10 9__0 6 6 6 .5 5_4S 12.10 10 9 6 3.5 8 6_ 6 6 5 4.5 6 5 4 4_3.5 - 12 12 12 12_12 12 12 12 12 l2 12 12 12 12 12 10 8S 7'-0' 12 10 10 9 6.5 4 6 6 6 '.5 4.5 4 12 10 10 9 5 3 6 6 6 5 4 3S 12 10 10 7 3.5 - 6 6 i 5 4 3.5 6 5 4 4 - 12 12 12 12 12 12 12 12 12 12 10. 12 12 12 0.5 8.5 75 8'-0' 12 10 10 7.5 4.5 3 6 6 6 5 4 3.5 12 10 10 6 3.5 - 6 6 5 .5 3.5 3 12 10 10 4 6 8 .5 3.5 3 5 5 4 - 12 12 12 12 12 12 12 12 12 11 9S 12 12 1.5 9 7.5 65 9'-0' 12 10 10 5 3.5 - 6 6 5.5 S 3.5 3 12 10 9 4 6 6 4.5 4 3 S 12 10 4 3 - 6 6 4,5 4 3 3 6 5 3.5 - 12 12 12 72 10. 12 12 12 1.'9.5 8.5 12 12 10 8 6.5 55 _12 10 7.S.4 6 6 5 4 3 - 12 10 6 3 6 6 4 .5 3 12 10 3 6 6 4 .5 3 6 - -_ -_ 12 12 12 1.5 9.5 12 12 12 10.5 8.5 7.5 12 12 9 7 6 5 11'-O' 12 10 5.5 - 6 8 4.5- 17. 10 4.5- 6 55 35- 12 70 6 5.5 4 - 6 5 17. 12 12 10 8.5 17. 12 12 9.5 8 7 12 12 6 65 5.5 4,5 _ 12•-0' 12 10 _45 - - 6 6 4 - - 12 10 3.5- 6 5 3S- - 12 10 _ - - 6 5 3.5 - - 6 5 - - 12 12 12 1. 9.5 8 12 12 11 8.5 7 6 12 6 6 - 12 10 - - 6 4.5 7.5 - 6 4.5 - - - 6 4.5 - - 12 12 12 0. 8.5 7.5 12 12 10 8 6.5 5S 12 OS 7 55 4.5 4 14'-0' 12 10 - - - _,. G_SS - - - 12 7 - - - - .5 4.5 - - - - 12 7 - - - .5 4.5 - - - - 6 3 - - - - 12 12_12 9.5 8 6 12 12 9.5 7.5 6 45 12 15'-0' t2 - - 6 12 - - - - 5 - 6 - - - - 12 12 11 9 7.5 5 12 12 8.5 7 6 4 12 9 6 S 4 - 16'-0' 12 - - - - - 6 - - - - - 12 - _ _ - - 5 - - - - 1. - -- - 5 - - - - 8 - 12 12 0. 8.5 6.5 4 12 12 8 6.5 5 3 11. i X10 HV BLADE OR n HV BLADE Wj �A HV WINDOW BLADE WORKING IN UNISON* •SEE Ui APONS'OF USE PON FD/DE 1 ON 91EFT 19 t NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1.ANCHORS TO WALL,FLOOR OR SOLID WOOD SORTT SKULL BE AS FOLLOWS: J.SUBSTRATE SWILL CONSIST OF THE FOLLOWING: -SOUTHERN PINE No.2 W/C=0.55(N.DS) - 1/4.0 TAPCON ANCHORS.AS MANUFACTURED BY I.T.W.BUILDDI W/MONRNM EMBEDMENT AS INDICATED AT -DOUGLAS FIR W/C+0.50(N.D.S.) EACH SECTION ON SNECrS 16&17. -SPRUCE NNE FIR NORTH W/G-0.43(NAS.) OICEPTION:SEE NOTE 2 BELOW. -SPRUCE NNE FIR SOUTH W/G-0.36(NDS.) ' -MIN.1/2'COX PLYWOOD(1986 APA) 2.ANCHORS TO HOLLOW CEILING SHALL SEE AS PER CO MOUNTING TYPE U.SHEET 17 AND SHALL CONSIST F' LAG SCREWS AS PER NDS 2012 SPECIFICATIONS. 4.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICAUONS OF THE ANCHOR'S MANUFACTURER. FLORIDA BUILDING CODE(Non Nigh Velocity Hurricane Zone 0 2015 EASTERN METAL SUPPLY, INC. BERTHA HVTM Accordion Shutter System .. _� . ILEco ,,"-. A■S■S■A■ H.v.BLADE S, w/OR w/o H.v. N1NIX7W RADE P • �J" American Shutter Systems EV.H DESCRIPTION DATE DRAWN BY- M.L. 67 6755 NNX.S6m.SL.Ste.305.NAGVviA CAflDEI75,fLOfitN J31 T1LTESTING & ENGINEERING COMPANY Association, Inc. 1 OLD 11-192 4/13115 DATE 4/13/15 -P6s�GA 1 .M Ph-:(305)871-1630.Fax:(30.5)871-1531 4268 Westroads Drive z DRAWING No -N.1 STt...O9ol.- West Palm Beach, FL 33407 7 e EB-0006719 15-085 *' STATE OF WALTER A TILUT Jr.P.E. 4 EAAVE14 FLORIDA u..q 44167 6 SH15 OF 20 '�''A4.J SI O N A�...1,�````• INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR n HV & (% HV.♦ BLADES AS APPLICABLE MAX. SHUTTER SPA + 0 L— 0 INSTALLATIONS INTO WOOD WITH HV BLADE(1ONLY SHALL -WALL FINISH BE MAX. TO 105.0 psf, A,SADESIGN PRESSURE RATING, SEE SHEEI 19 FOR MAX SPAN & —1/4'0 TAPCON ORA.S.D. DESIGN PRESSUREFOR S LADE 1 & A WORKING IN UNISON TAPCON WITH ADVANCED THREADFORM TECHNOLOGY 1/4'0 TAPCON OR W/ 1 1/2"Min.PENETRATION TAPCON WITH ADVANCED THREADFORM TECHNOLOGY OF THREADED AREA TO W/1 1/2'Min. PENETRATION OF THREADED AREA TO EXISTING 1 MIN.SET EXISTING WOOD HEADER. - WOOD HEPDER. (SEE SCHEDULE ON SHEEP 15) TO pA�(Sg CQOR(1� (SEE SCHEDULE ON SHEET 15) ,>v. 1/4'0-20.3/4'S.S.MACHINE 6--1 SLAEDULE H AXI I SCREWS W/ 1/4"-20 NUTSBLADE 1 a+1®0 �I*Mi FOR ® 12'o.c. EXISTING 6 �^��& v �II - - E GLASS--E WALL OR TIN Stl I I I -WALL I' I _. -- ( EXISTING MIN. I —EXISTING FINISH j._ ___G a -Q OR 1 2ka'wooD 1 OR ♦ I IX ST NC MIN. \ HEADER REQUIRED ( 2'x4"WOODTAPCON EXISTING 1 3 HEADER REQUIRED - ` THRF DFORM TE TAPCON WITH ADVANCED WN SEPNVJ� I I 1 __O ` L-Mil PENETRATION TECHNOLOGY W/1 A 1 Min ING WOOD OF iHREACED AREA 10 GWS � �,E�(�r I g7 MIN.SEPARATION lU GLASS I I L71STIT4C WOOD HEADER. I_—11 FOR RADE HOMO EXISTING 1---(SEE SCHEDULE ON SHEET 11) 1` ' (SEE SCHEDULE N SHEET 15) I ON SHEET 19 FOR G1A55--y I I I I�. !_ _. �-2"z4'CONT.SILL 1 BLVXS0&Q� .l_ _..___ _-__._.____.._.__--_. PLATE REO'D. ON HV WALL HEADER INSTALLATION OO HV WALL 51LL INSTALLATION MO HV WALL HEADER INSTALLATION -- -------- 1 I _ I IXISTING ` I T (SEE SCHEDULLE ONATION SHEET11)` . T- O GLASS MIN.SEPARATION TO GLAS$ t t 1 1O Gam- 1 EXISTING ��(SEF.SCHEDULE ON SHEET 11).. _ �J t x /� EXISTING 2'x4"CONNNN�FFF-1---111 MW.SEPARATION TO GLASS t I 1 CUSS-� x C1f55--1 - 2 WOOD PLATE 7�(SEE SCHEDULE ON SHEET 11) yl, x 1 1/4"0-20x3/4"S.S. v RED.D. 1 - �~"". 1/4"0-20x.3/4"S.S. i MACHINE SCR-_WS _ I MACHINE SCREWS W/ I I USING 1/4'-20 NUTS ^- tl 12' D.C. WALL 1/4"-20 NUTS® 12 FWISLI O.C. EO OR 2.4'CONE. ` IY7- T r WPLATE kEO'D. _{ OOD -E0 {O- 1 _ ruin. 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY W/1 1/2' Min PENETRATION Or THREADED AREA TO 11111 ' 1/4"0 TFP(:0N OR TAPCON WITH ADVANCED T SILL SATE EXISTING WOOD HEADER. 1 I 1/4'0 TAPCON OR =2-MOUNTINGSEICTIONS -... THRFAOFORM TECHNOLOGY W/1/2' TAPCON WITH ADVANCED 4 FOR TYPICAL. EQ: (SEE 1� t_ (SEE SC!COULE N SHEET 15) n d Min PENETRATION OF THREADED AREA INTO PLYWOOD TIIPR ORM TECHNOLOGY EMBLY. 1 d__V1 WALL FINISH 1� ,+, II ••� (SEE SCHEOUIE ON SHEET IS) IXISIING MIN.2'x4' 1/2 MIN.CD W/ t/z'Min. PENETRATION OF ECTIONS CAN BESTUDS 0 16O.C.MAX. PLYW'DREQ•0.1/2'MIN.COX PLYWOOD REO'D. REO'D.PLYWOOD TO BE WALL FINISH THREADED AREA INTO PLYWOOD ANY WAY TOSTING MIN. 2".4"STUDS tl 15'O.C.MNL REO•D. ATTACHED TO SCUDS IN (SEF.SCHEDULE ON SHEET 15) STALLATION. ®HV WALL SILL INSTALLATION PLYWOOD TO BE ATTNCHED TO STUDS IN ACCORDANCE ACCORDANCE WMi HNA 2308 GF 711E F.B.C. SECTION 2308 OF THE ©HV WALL SILL INSTALLATION ♦SLE UU AT10NS OF 1§OF ©HV WALL SILL INSTALLATION F.B.C. &ADE t N SHEET 1 FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 0 2015 EASTERN METAL SUPPLY, INC. A.1 T1441 AA., BERTHA HVTM A■S■S■A■ Accordion Shutter System �-�/ ��Qzr H.V. RA IX#1 W/OR W/O KV. WINDOW RADE �•`)a•A�'/O"'' i TILU7 TESTING k ENGINEERING COMPANY American Shutter Systems EV.N *DESCRIPTtOH DA1c OIAWN fW: M.L 6=N.W.30th.sl,Ste.305.vuiGM GARDENS.MFAA 331 ASSOCIat1011x Inc. t OLD 17-192 4/13/15 DATE 4/13/15 o" Ph- :(305)671-1530.Fax 1(M)871-1531 4268 Westroods Drive 2 DRAWING No '9p S rcrr a u:Lac«0..I. West Palm Beach, FL 33407 3 pt P UF d; 15-085 .,�,f`F;.• ORIO WALTER A.TllllT Jr.P.E. FLORIDA L-B 44167 5 SHEET Ab {�1�1/j DATE 6 16 OF 20 N 1u INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR M HV & MA HV* BLADES (AS APPLICABLE MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BLADE n ONLY SH B TED TO 105.0 sf. A.S.D. DESIGN PRESSURE RATING SES E 0 MAX WDLL FINISHSHALL & DESIGN LOAD FOR INSTALLATION WITH BLADE j WORKING IN UNISON 1//4 0 TAPCON OR •EQ E 2 AIIN. YAPCON WITH ADVANCED 4'x8"(Min.)EXISTING —� I 1HREADFORM TECHNOLOGY WOOD BEAM REQUIRED. -- EDGE(IF APPLICABLE) L: W/1 1/2'Mi PENETRATION _ - 1/4'0-20.3/4"S.S. STRUCTURALaSTING ADEQUACY - -- i^= OF THRENED AREA TO OF E1OSIING W000 BEAM P„ EXISTING W000 11FAD. 1" PHILLIPS TRUSS HEAD TO BE CERTIFIED BY EXISTING WOOD Min. MACHINE SCREWS REGISTERED ENGINEER OR -..i.T--- _ TRUSSES OR (SEE SCHEDULE ON SHFLT 15) W/1/4'-20 NUTS ARCHITECT PRIOR TO O RAFTER 0 24' J I �F• -'9 Q O 12"O.C. SHUTTER INSTALLATION. ..1 1/2' O.C.REQUIRED 1/4.0 TAPCON OR �) �\ L TAPCON WITH ADVANCED II EXISTING SOFFIT _I ,257" THRFADFORM TECHNOLOGY 3/4'Max.TRK. \_ Max. W/ 1 1/2'M'n.PENETRATION 14x3 4 E EQ _ _ 1'x4k1/8'CONT_ALUM.TUBE OF THREADED AREA TO E g /" �.OPTIOWI. I EXISTING W000 HEADER. S.MS. �(fi0fi3-T6 ALLOY)W/ xg (SEE SCHEDULE ON SHEET 15) Or Q Or QO 6'O.C. i ) Or 1©Or tl$ (EACH RAFTER ORTRUSS RENS Tb i LOCATE IAC SCREWS AT I NIOWIDTH OF EXISTING W000 'EXISTING WN 2'x4' ) 1 I I I I MEMBER.(2"Min. NOMINAL EXISTING--6 HEADER HEO'D I I-1 OPEN I/OLE AT EACH-- WIDTH)W/2-Min. GLASS (�_, MIN.SEPARATION TO GLASS EXISTING 1 'I STUD TO ACCEPT �f PENETRATION OF THREADLD (SFE SCHEDULE ON SHEET I1) ___ 5/16"0 LAG SCREW IIIIifII AREA.VALID FOR GLA'S 'I AT CENTER OF TUBE. RI INSTALLATIONS WITH 72p1 l MN I ILIjNI) . MAX.A.S.D. DESIGN LOAD AND F:105NNG eN S31'YRAAIION 9'-0'MAX. SPAN.THIS SO HV WALL HEADER INSTALLATION l�'To w(s�iTT CLASS—I TU GLASS(YE INSTALLATION S ONLY SPECIE 11w9ffi 1919 I� O OR ®♦ ,��a�T I FOR W000 W/MIN. DOUGLAS 1t FDR BALE mAAO GRAVITY OF 0.50 AS OOUGULS BOILS, LBIADTaN&�Gl _ I BLADISM&O ♦ FIR OR SOUTHERN PINE No.2. 1-SCE SHEET raft TYPICAL SHUTTER ASswBLY _..-- - ---- _ _ :(I)OR ® OR EQUAL 2-MOUNTING SECTIONS CAN BE COMBINED �HV CEILING INSTALLATION (U) V L G ST TION N AW WAY TO SUIT ANY INSTALLATION. To aAs�tsCE OR t�♦ L MIN.SEPARATION TO GLASS I lD(IS"IING t�flilNim I I ----( SEPARAMON SFE SCHEDULE ON SHEET 11) TO GLASS i Off\ I HOg� f1fDM}nn��N I l EXISTING Jl - \\\\ill \ I OONN SI IEETT SCHEDULE 1 I a I I � I l I I I I 'T LOCATION EXISTING a� FlN61f I I 1/4•J I 3/8 Wq 1}10x3/4'HIX GIf55--I M49.W00 CIASS WALL- '•-.�'^-,._ Mo:. �/n 10N..__ WASHER HEAD TEK I DECK REQUIRED {�1 i.= ^-•13 OR 2"x6"MIH.WOOD -l� O .! SCREWS O 12"o.c (NO FINISH - DECK REQUIRED(14 ALLOWED FINISH ALLOWFD) - DGE _ - �\l EDGE OF DECK OF EDGE OF DECK ._/ \ I O I IF APPLICABLE _E:D:- _ _ gPPUCAHLE -�-J-DECK IF ^__-.T IF DUPLICABLE ! 1/4'0-20x3/4'S.S. �... -_ ___1 - �, 1/4'0 TiPCON OR t' PHILLIPS TRUSS HEAD �_--�2 ..-__'-' __ "- -- --^ TAPCON WITH ADVANCED M'n' MACHINE SCREWS ,/I 1/4'0 TAPCON OR 1"MOON WITH ADVANCED` 4 CONT• THREADFORM TECHNOLOGY W/ 1/4'-20 NUTS y I THREADFORM TECHNOLOGY W/ 1 1/2'Min. -2•MIN. -SILL PLATE I M1'P TMCON OR TAPCON WITFI ADVANCED THREADFORMJ 1---- -- W/1 1/2'Min.PENETRATION / -2'MIN:--•• PENETRATION OF THREADED REO'r0. I OF THREADED AREA TO 0 12 O.C. TECHNOLOGY W/ 1 1/2'Min.PENETRATION OF THREADED AREA TO EXISTING WOOD HEADER.(SEE -- EXISTING WOOD HEADER. AREA TO DOSTING WOOD HEADER.(SEF SCHEDULE ON SHEET 15) SCHEDULE ON SHEET 15) (SEE SCHEDULE ON SHEET 15) ♦ E UMRATIONS OF USE FOR OX HV WALK—OVER INSTALLATION U HV WALL SILL INSTALLATION BIAD to ON SHEET 19 WO HV FLOOR INSTALLATION FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone A. ]•1j(A/ij�� O 2015 EASTERN METAL SUPPLY,INC. ,f'�P\ \,\GENS/T9-,, .��_ BERTHA HVTM e" A S S Accordion Shutter System ■ ■ ■ *; 1L. ECO ■�. ■ H.V.NVMADE yI W/OR W/O KV WINDOW MADE �•= American Shutter Systems EV. DESCRIPTION DATE DFXAN BY: Mi ' �;' PWT TESTING & ENGINEERING COMPANY ��•• bT�E'(j� :Q` Association, Inc. 1 OLD 11-192 4/13/16 OATS 4/13/15 susN.n.360.St.Ste.3a5,%IRC 14 GAT✓ C.FLORIDA 3316 _ Phone:(305)871-1530.Fax:(305)871-1531 4268 Westroads Drive 2 DRAWING No ��`\. e�bM��'yl. West Palm Beach, FL 33407 3 5-085 ,,,,,, n �ANG" WALTER A.TILUT PE. 4 P.E. SEAL�SL(�W URE/DATE FLORIDA L`.g 44167 e S 17 OF 20 END INSTALLATIONS n HV BLADE DBL-0 WINDOW BLADE INTO 2"x4" -MIN. WQQQ- STUDS IXIC WOOD 18N.WOOD WOW!��DS_ 1/4*0 TAPO)N (AS APFI.I(Aaw STUDS REWD. ir Oz. /// //"/L- r.4*101. VD01)ORO& (AS AM=" DaSrM CLASS r K,,=T tes OIL 17 SDS LIM /-DMM CLASS � — 4 -LAZ -25-111*C`A- ,ryC '/Z-im COX Ilr iiw�Co. x pg x ti M CLAW W Tp 11 FOR WZCM" W, 11 FOR MADE(D WMILE 0,SLIV V.-IX, •=—i ism xgx� a me '"WHAKOW 1/2*fj Ono 1/2' WSW um ON Uar 9 UK FML 1111.1/2,S.S. '16 O.C. SYS CIB CG5 4 4 (o SE[ cc x (157. 1 C 410 SCE SU CEM X FOR TO TRACKS SM Cakw,� SM DETA0.x FOR- TO TRios 07 6 .(- s"CDWCWN, '(4) .0 0 M TRACKS -06.07-0 @:0-0-0-0: NO CONNECTION DETAIL @-0-0-0-0-0 CONNECTION-DETAIL 80 END CONNECTION DETAIL R!Q CONNEND CONNECTION DETAIL CM110 I-mum wr FOR sp�!—nxn-R1w-- 'let rlsro uicc#4 -!Ass I TOM 121.�\O,-DC -�IAnDti T Sj" PIENETRIN/L 0 12- PO'Em ,/r 1/2* SEE UMfTAMNS OF USE FOR FORT BLADE ON SHEE7 19 11 im RACE VAV vw I,M, TO am ISM O�%'OU 1.FOR 1/2' OtAvu,(D& 01 R 4 (Don:W- .......... 16$- T-_ 9-(D-07 WALL M434 2.4'". OCD .&07.(Vo.0. CZ-@w-&-0 VIEW S=FOOD, F� Q101-0.0- .0- PLAN (0,0-0-V-0-9- 0 to AIL 13 END CONNECTION DETAIL END CONNECTION QU D ETAIL X FLORIDA 8URD1 CODE Non High Velocity Hurricone Zone' Q 2015 EASTERN METAL SUPPLY,INC. Ile .......... CEAV BERTHA HVTM Accordion Shutter System ASS.S.A. Kv.aA[X#1 W/OR W10 KV. WNDW aAX r TILLIT TESTING & ENGINEERING COMPANY American Shutter Sysfems lvwv.If, DESCRIP11011 I DATE 63,514-W.361h,St-St.3D5,VIRCIIM CAROM FLORIDA 33 t OLD 11-192 STA A soclation, Inc. TATE f)F Ph o.:(305)871-1530.F. 5)871-1531 4268 Westroads Qive 2 ZORID N WALIEEA 10,7 19Ur a..P.C. 4 West Palm Beoch. FL 33407 3 DRAWING No o B615-085 E/DATE FLORIDA U.1 44167 5 6 18 OF 20 1 ' j04 "©^'® • GFNERe1 LMRATIONS AND CMDIDONS OF USE FOR BERTHA ®'® n W RL"ACCORDION SHUTTER IFZ M WORIUNG 6S A c lam' `> UNISON WITH HV WINDOW RUnE DAl E'5� 1 1 1 1 1.MAX."D.DESIGN PRESSURE RATING:+110,- 110 p. f. r n I r 2.VAX SHURER SPAS:96' 3.ALLOWED MOUNTINGS:A D.G h H ON SHEETS 6.7;AS WELL AS MWNTNas M.0.T.U Rc W ON SHEETS 16 h 17. (4�;OANRLRYA�CENTERMATES 27 �j(607H WI�a OR 2r'`..1 ARE ALIAWED WIiH tl O m�®d1 - S LILYOUT,CS6)MUST A SYM B INCLUDED ONLY ATpoD(E7M74OR gACC10ESS SIDCASE OF OPP031NG 16 a,'E:� CE101T7iMA NP.FA. O • • 5.(A)HV WINDOW BLADE 1@ SNALL ONLY ALLOW A MA10M191 OF 5 oPENNos (3Y HOLES)FOR®PER BLADE AT SPACINGS SHOWN ON SHEET 4. C' —' --� • • • • (D)MIN.CLEARANCE FM TOP OR BOTTOM EDGE OF HV WINDOW BLADE to MAX.5 tWNUUWS u • • • • • • • i ALLOWED AT HV N OF ANI.3"0 HONE FOR SHALL BE 12'. WINDOW BLADE ' (C)FIRST OR l!}�i BLADE COMING OUT FROM STARTERS AT ENDS MAY BE HV ` WINDOW BLADE Qt) ✓T+ • • '- (D)HV WINDOW BLADE lO MUST BE USED ALTERNATE TO A SOLID FIV BLADE X THROUGHOUT SHU TEIrS WIDTH. Sz . • . . t (E)c TES SHALL ALWAYS BE INSTALLED ADJACENT To A SOLID EN C41- r; BLADE 1 AT EIT}ifR SIDE OF THEM. �SN (F)POLYCMBONATE 1N WINDOW(4 SHALL BE INSTILLED SO TABS FACE SEE END a THE INTERIOR OF THE OPENING BUNG PROTECTED.EN WINDOW MUST BE CONNECTION _ • . � € ONLY INSTALLED AND LOCKED USING A FN SETTING TOOL PRONGED BY A55/L DETAILS ON SHEETS i�b� �' TNG 10 do 1B TYP. 0 W FULL HEIGHT, IN 6.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME 5@ A BUILDINGS ON 91EEI 15.AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTE".. r p `1p 44 y. 1 11 2 ADwE). w -� 7.SEE rE OR SPACING BL:HIII WA FOR SHEETS 12 INTO POURED CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12 k 13 AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES 1 &2 ABOVE). S.MINIMUM SEPARATION TO GLASS SCHEDULE,PER ASTM E-1996: (SF..T OUW FOR ftEOUIRFAIENTS) D H c. 1YP E-1996- TOP do LLOITON W @ GA� pI�.C7�j WIND ZONE MWIMUM SEPARATION TO CLASS I ., --UNIIMITED WIDTH-- _,_—____ 1 THRU 3 1' E7511NG GLASS ELEV-A-TI-ON_ ASNEED MNsrAR00N TO GLASS a 6.5• SQaXAE ON SET 11 aLnos F IO@t-- -- 6�' //;� 1 �\ 1 T'YP. 01 �j04 A W/I;?PPO!21N ABOVE) 06 NP. SYMCI,- TYPICAL M CAL CENTERMATES t N'/2A OR�)nNo W/O SS(SEE NOTE 4 ABOVE) PLAN �? TYPICAL CUHV BLADE WORKING IN UNISON WITH HV WINDOW BLADE C11A SHUTTER* ---��� N.T.S. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone AAA71111111NNE11F/AV ®2015 EASTERN L(ETAL SUPPLY. INC. ``0,P��R A:rr��;l, BERTHA HVTM EA S S A Accordion Shutter System 0 r� I L E C O I N t. . . . . Kv.RDE#1 W1 OR W/O FAV.WINDOW GALE TILLIT TESTING & ENGINEERING COMPANY American Shutter SyS}N3m9 EV, DESCRIPTION DATE DRAWN Br: M.L. STATESTATF� pPP = WM ILK 36iR SL,Ste.305,W 2•A WmEH%FLORM 3.71 Association, Inc. 1 OLD 11-192 4/13/ts DATE: 4/13/15 " =�� (m5)871-1530.Fm:(305)871-1511 4268 Westroads Drive 2 DRAWING No O'•. F �`�� a1:tdWoO-Imm West Palm Beach, FL 33407 3 �QRIO..G��,�`� WALTFRD-�Ll1 4' -718 .P.E. 4 15-085 .� YA FLORIDA Lk./44167 5 SHEET P. 9&gq�N �1�E/DATE 6 19 OF 20 .,.�42 K INSTALLATIONS WZ a) HV BLADE & HV CENTERMATES 2.000*Max. *.0.035"THICK ES: A-53 GRADE 40 1 M"' 6 wi�.0-60 GALV.STEM Max. O.C.. C, C` Ut-METAL STUDS AT 16- 43b INTO. METAL STUD WALLS c. 1114"y NOMINAL ci 475' GENERAL LIMI ONS AND CONDITIONS OF USE Awmwum SLEEVE 'i ,1 4 , ";'_j Jc 4 FOR BERTHA(1)HV BLADE ACCORDION SHUTTER 6063-T5 ALLOY (I 3/4-x 6 1/4-M 0.005-THICK Min. SEM INSTALIADON TO IVILEAL SIQQ WALLS COW.GALV. i . ASTM A-CM'6PAK'40 MM'6'0 I O.C.O-C. 0 O.C. SEPARATION TO GLASS SCHEDUL .000 MNANIZED FASTENED TO SiUDS I I Max. (2)P6. -TEK SCREWS ON EXISTING FINISH 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 (psf) IT/ro6oR r<EXTERIOR FACE -As APPUCADLE 2. MAX. SHUTTER SPAN: 84" MINIMUM 1/2 WIND ZONE ASTM E-1996 SEPARATION MIN.SEPARATION 3. ALLOWED MOUNTING:@ ON THIS SHEET. TO GLASS EXISTING GLASS (SEE TO GLASS @0 j/4"`0-20X3"_BOLT SCHEDULE) >@ 4. ONLY61ENTERMATE V21 W/n24 HV LOCK ARE ALLOWED I THRU 3 MUST PENETRATE 43c I- 21 WITH 21 ARRANGED A SYWMETRICAL LAYOUT. o USE OF (2)n,35 (6" LONG. MINIMUM) MUST ALWAYS BE 4 4' 1 3. EXISTING INCLUDED AT-EXTERIOR OR INTERIOR ACCESS SIDE OF 250'.- 1_0 0 ONT.GALV.STEEL TRACK CHANNEL. AS APPLICABLE L * 3/4-x 6 IlCx 0.035'IN FINISH CENTERMATE. ir G;r '0 M A-653 CME 40 Vi,,G-60 TONED TO SAJUS D FAS W LL rk/(2)J60/2*TOK SCREWS ON 3c 43a TENOR&EXTERIOR FACE (iD XU 6'O.C. 0 6'O.C. '1/4"0-20 THREADS VALID FOR w BLADE SLACK DETAIL HVF IS ALSO CENTERMATE APPLICATION WITH BLADE(D PRODUCTS FAB-LOK HD 1./4"0 EUQ CONSTRUCTION -x 0.035-THICK ...... %6-..1 1/2 T� V ES�. ASTM A_65`3 GRADE 40 . .2-,Mb' 0 6 O.C. COMPONENTS Win.G-60 GALV.STEEL 1, WALL HEADER/SILL INSTALLATION EXIII NG FINI H AS APPIV& SCALE: 318"- 1" METAL STUDS AT 16*O.C. in. CW.S) SBOTTOM) TOP& VA ——— ———— 1.1,/4 /4x 0.035-THICK Min. Nr STEEL TRACK CHANNEL. EXISTING GLASS M-AHKi GRADE 40 Min.C-60 CNI-VANLIED FASTENED TO STUDS SYMMETRYCAL Viir rEFLOR EXTERIOR FACE MIN.SEP ON','.V�AVRICS, 43a 43b 4 C' TO GLASS CENTERMATES (SEE SCHEDULE)"Mox. I CENTERMATES 1 EW S ON 4 EXTERIOR ACCESS ME INTERIOR ACCESS IDE —-------------- r-------- r------ --i 2r---------- ------ ---------------i r--- -------------- 6• ------------- 6"(TYP.)--- IN 3 (6.Min.) IN] A6 24 -------------- A 54r.TM=__ -------—--- ------- ---------- ----- ----- <1 -------------- --------—------- --- -- ---- (2) (42) /01 21 21 t 1=-Tro AT 12 HV HUDER/SIL ENDS--------- VIEW Y SIDE CONNECTION TO TRACK L ---- ---------- (4)) @2 (6"Min.) (2 4) _1/4*(lyp.) r _7-----24 7 6 1/2-MAX. SLACK (Cont.) I/ (Typ.), BLADE SLACK DETAIL HVE BYQ FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone' ,pkill,I H Hf,,, 0 2015 EASTERN METAL SUPPLY,INC. ,%" P, T/z BERTHA HVTM /T-ME C—0i N c. A.S.SAIIIIIAccordion Shutter System KV.11AX#1 W1 OR W10 H.V.WINDOW MAX American Shutter Systems ZEV,N. DESCRIPTION DATE DRAWN BY: N.L E TILLIT TESTING & ENGINEERING COMPANY Association. Inc. I OLD 11-192 3 9TAT 635�5 ...3M.SL,St..WS.�N%GARDENS.FLORIDA 331U i/L r T 0 Ph(305)671-1530.Fax:(305)871-1531 4268 Westroads Drive 2 1INC N,/i�� 5 SHEET 0—mm tilt-00OLCM West Palm Beach, FL 33407 3 00°6719 15-085 ....... . WALTER A.TILLIT Jr.P.E. 4 FLORCA Uc.111 44167 "Z'26 6 20 OF 20 p E. � DATE